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Home My WebLink AboutS_5247_S0 0 0 I ('.) I -'° I en / m "' C "' 0 L 0 cJ L 0 0 ru A B C '.? D °' "' cJ / cJ cJ 0 0 " (D (JJ en / 0 ~ 0 0 C °' m (l) 0 I '° / _c Q_ L ~ m C 0 u -I (D '° 'T '° ru (I) m 0 m <( L CJ "' CJ U) w 0 U) >-<( m --w ('.) f--s <( 00 E F 1 2 3 4 5 6 7 8 9 10 CONTRACT NO. 5-61 BAYSIDE DRIVE IMPROVEMENT PROJECT LOS ANGELES COUNTY WHITTIER BL VD LA HABRA LAMBERT RD IMPERIAL HWY BALL RD LO !!;! LAMITOS._ ~ ~ < z "' I= ~ 0 ID ,. "' 0 z "' ~ g z ~ < "' CHAPMAN A r WESlMINSTER A ~ .... f----h-'~------<4--+---+✓, Mc FA DEN ST ,--JL----HttN'FINf-iTON PACIFIC OCEAN H DAMS AVE PROJECT LOCATION 1SANTA / ANA WARNER A ~ /~ IRVINE ,!f,<Z' !!i • • "1 -'----...._,I £ \ N EWl=>oRT-,< BEACH VICINITY MAP NOT TO SCALE DESIGN SUPPORT DURING CONSTRUCTION AND PREPARATION OF RECORD DRAWINGS WERE CONDUCTED UNDER THE DIRECTION OF STEPHEN L. DEERING MARK DESCRIPTION DATE APPR. (IF NOT 2" -SCALE ACCORDINGLY) MAY 2009 \ \ \ (i \ PROJECT LOCATION y~ \ \ \ ~---~\ ~ ~---~\ ---..- -----------\~I \ \ I \ I \ LOCATION MAP (CITY OF NEWPORT BEACH) NOT TO SCALE (THOMAS BROS. PAGE/GRID 919/D1, D2 &E2) / RECORD DRAWING THIS DRAWING REFLECTS CHANGES FROM THE ORIGINAL CONTRACT DRAWING THAT WERE MADE DURING CONSTRUCTION AND HAVE BEEN PREPARED FROM INFORMATION PROVIDED TO THE ENGINEER BY THE CONSTRICTION CONTRACTOR(S)/OWNER(S). THE ENGINEER DOES NOT WARRANT THIS DRAWING TO BE COMPLETE AND ACCURATE IN ALL RESPECTS. APPROVED: TERRY KRIE, CONSTRUCTION INSPECTION SUPERVISOR DUDEK PREPARED UNDER THE SUPERVISION OF: R.C.E. 26514 STEPHEN L. DEERING -PROJECT ENGINEER DATE: ORANGE COUNTY SANITATION DISTRICT APPROVED FOR BIDDING JAMES D. HERBERG, P.E. -DIRECTOR OF ENGINEERING DATE: DEAN M. FISHER -ENGINEERING MANAGER DATE: MARTIN DIX, P.E. -PROJECT MANAGER DATE: TITLE SHEET G-0001 1 OF 14 HORIZONTAL CONTROL THE BASIS OF BEARINGS FOR THE SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, CCS83, ZONE VI, 1991.35 EPOCH, OCS ADJUSTMENT. THE CONTROL POINTS USED FOR HORIZONTAL CONTROL INCLUDE THE FOLLOWING: POINT NORTHING EASTING ELEVATION DESCRIPTION 6279 2170398.16 6066919.10 170.08 OCS GPS CONTROL 6293 2166917.58 6067397.01 113.85 OCS GPS CONTROL 6182R1 2167939.85 6062399.82 6.46 OCS GPS CONTROL VERTICAL CONTROL VERTICAL INFORMATION IS BASED ON ORANGE COUNTY SURVEYORS BENCHMARK SYSTEM O.C.S. 1995 ADJUSTMENT, NAV88. THE BENCHMARKS USED FOR VERTICAL CONTROL INCLUDE THE FOLLOWING: POINT ELEVATION DESCRIPTION OCS CONTROL INDEX MAP PAGE NB3-13-70 7.74 OCS BENCHMARK Q11-20 919/D-1 TIDAL-L 20.80 OCS BENCHMARK Q11-20 919/D-1 NB4-41-82 12.18 OCS BENCHMARK Q11-20 919/D-2 N 0 0 0 I ('.) I -'° A - B - C I - en / if) Ol C "' 0 L 0 cJ L 0 0 ru '.? D °' "' cJ / cJ cJ 0 0 " (D (JJ en / 0 ~ 0 0 - C °' Cl) (l) 0 I '° / _c Q_ L ~ Cl) :s E u -I (D '° 'T '° ru (I) if) 0 Cl) <( - L CJ "' CJ U) w 0 U) >-<( m F -0 I r--- '° (JJ en / 0 (/) u 0 / 2 g'Q_ "L stj- Ql N <l) • -~ -;j-O' co w-. 0 -N ;::'---..._ /01 .. ---..._ Q_ OJ .. w ('.) f--s <( 00 1 7' 7' ~ 3: 1 -6W-----0- ----B"S ----- -8 RW-- -G (HP)- -p -TOR C--·-·- ® I OMH @ & L ~ I 2 LEGEND NEW FACILITIES (SOLID) EXISTING PROPERTY LINE, PHANTOM LINE OR MATCH LINE CENTERLINE HIDDEN LINE OR FUTIJRE IMPROVEMENTS EDGE OF AC PAVEMENT IN PLAN AC PAVEMENT IN SECTION SLOPE (3 HOR TO 1 VERT) WATER LINE, SIZE AND VALVE SEWER LINE AND SIZE RECLAIMED WATER LINE AND SIZE NATIJRAL GAS LINE, SIZE IF KNOWN, (HP) DENOTES HIGH PRESSURE POWER CONDUIT TELEPHONE OR CABLE CONDUIT TRAFFIC SIGNAL BURIED VALVE CURB OR CURB AND GUTTER MANHOLE AT AND ANGLE CENTER LINE I 3 AB I 4 I 5 SECTION, DETAIL, AND VIEW DESIGNATIONS 1. SECTION CUlS ARE ~~=~• OFFOlUJOSS ~ SE"'10N LEmR !l SECTION CUT A C1 2. SECTIONS ARE TITI.ED AS FOLLOWS: "-DRAWING WHERE SECTION _ IS TAKEN SECTION ,r A" SCALE: 1"=10' \_C1001~ -DRAWING WHERE SECTION 3. DETAILS ARE IDENTIFIED AS FOLLOWS: IS ORIGINATED A. BY NOTE: "SEE DET 2/C1001 --•2• IS DETAIL NUMBER --"C1001" IS DRAWING WHERE DETAIL IS SHOWN B. BY CIRCLING AREA TO BE DETAILED WITH LEADER OUT TO AN ENLARGED DETAIL OF THE CIRCLED AREA. 4. DETAILS ARE TITI.ED AS FOLLOWS: DETAIL I _/DETAIL NUMBER ,. 2 "' SCALE: 1 • =1 O' - 5. VIEWS ARE DESIGNATED BY THE FOLLOWING: DRAWING WHERE DETAIL IS SHOWN M 3r 2 23-C5002 4 ..... DETAIL/SECTION NUMBER VIEW NUMBER 3 DRAWING WliERE DETAIL IS LOCATED ABBREVIATIONS AGGREGATE BASE ASPHALT CONCRETE ABANDONED BEST MANAGEMENT PRACTICE CAST IRON PIPE CURED IN PLACE PIPE CENTER LINE CONCRETE DIAMETER DUCTILE IRON PIPE DRAWING IE IRRIG LF MH MIN MM NO OH OHCA PE pp INVERT ELEVATION IRRIGATION LINEAR FEET MANHOLE MINIMUM MILLIMETER NUMBER OVERHEAD OVERHEAD CABLE POLYETHYLENE POWER POLE I I:::,, DEFLECTION ® NOTE DESIGNATION # NUMBER OR POUND AC ABAN BMP CIP CIPP CL CONC DIA DIP DWG ELEC ESMT EX EX FL FLG FO ELECTRIC EASEMENT EXISTING FLOW LINE PVC RC RCP R/W s POLYVINYL CHLORIDE REINFORCED CONCRETE REINFORCED CONCRETE PIPE RIGHT OF WAY le. PLATE OR PROPERTY LINE ± PLUS OR MINUS % PERCENT Ill ROUND OR DIAMETER FS G HDPE HP HOR FLANGE FIBER OPTIC FINISH SURFACE GAS HIGH DENSITY POLYETHYLENE HIGH PRESSURE HORIZONTAL SCH SD TEMP TYP VCP VERT w :::;; SUM SURVEY CONTROL 116371 BAYSIDE DRIVE STREET ADDRESS RECORD DRAWING THIS DRAWING REFLECTS CHANGES FROM THE ORIGINAL CONTRACT DRAWING THAT WERE MADE DURING CONSTRUCTION AND HAVE BEEN PREPARED FROM INFORMATION PROVIDED TO THE ENGINEER BY THE CONSTRICTION CONTRACTOR(S)/OWNER(S). THE ENGINEER DOES NOT WARRANT THIS DRAWING TO BE COMPLETE AND ACCURATE IN ALL RESPECTS. DESIGNED BY·.....cSc.c.... -'-'JE"--P-'-'SE"--N _____ _ /2\ RECORD DRAWING 5/26/10 SLD MARK DESCRIPTION DATE APPR. I DRAWN BY: DUDEK CADD CHECKED BY: S. DEERING I • LINE IS 2 INCHES • I AT FULL SIZE (IF NOT 2" -SCALE ACCORDINGLY) I I SEWER SCHEDULE STORM DRAIN TEMPORARY TYPICAL VITRIFIED CLAY PIPE VERTICAL WATER DUDEK 605 Third Street Encinitas, CA 92024 760.942.5147 Fax 760.632.0164 I 6 SHT NO 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1 2 I 7 I 8 INDEX OF DRAWINGS DWG NO G-0001 G-0002 G-0003 G-0004 G-0005 C-1001 C-1002 C-1003 C-1004 C-1005 C-5001 C-5002 C-5003 C-5004 GENERAL DRAWING TITLE TITLE SHEET LEGEND, ABBREVIATIONS, INDEX OF DRAWINGS, AND SURVEY CONTROL GENERAL NOTES GENERAL NOTES KEY MAP CIVIL RELINING PLAN & PROFILE - 1 RELINING PLAN & PROFILE - 2 RELINING PLAN & PROFILE -3 RELINING PLAN & PROFILE - 4 CITY SEWER REHAB AT MH BAY0189-0000 TEMPORARY BYPASS RAMP DETAILS TEMPORARY BYPASS PUMP DETAILS DETAILS MH BAY0189A-0000 DETAILS TRAFFIC CONTROL TC-1001 TC-1002 TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN I 9 I 10 LIST OF DISTRICT RECORD DRAWINGS ITEM PROJECT NAME 1 BAYSIDE TRUNK SEWER MHs 2 BAYSIDE DRIVE STORM DRAIN IMPROVEMENTS 3 BAYSIDE DRIVE SEWER IMPROVEMENTS 4 BAYSIDE DRIVE LATERALS 5 IMPROVEMENTS TO BAYSIDE DRIVE TRUNK SEWER 6 SEWER PLANS FOR PORTION OF BLOCK D CORONA DEL MAR 7 BAYSIDE DRIVE TRUNK SEWER & BAYSIDE DRIVE WATER MAIN, STREET & DRAINAGE REPLACEMENTS AGENCY & PROJECT NO. OCSD CONTRACT 5-22-R1 & FE 03-041 CITY OF NEWPORT BEACH C-3198 CITY OF NEWPORT BEACH CSDOC DISTRICT 5 CSDOC CONTRACT 5-34-2 CITY OF NEWPORT BEACH, 33-1983 CSDOC DISTRICT 5 CONTRACT 5-22 & CITY OF NEWPORT BEACH CONTRACT NO. C-2129 YEAR 2004 2000 1994 1992 1991 1983 1980 8 BAYSIDE DRIVE STREET, STORM DRAIN, SEWER AND WATER IMPROVEMENTS CITY OF NEWPORT BEACH C-1497 1975 9 36" SEWER TRUNK LINE, TRACT 3867, PROMONTORY BAY CITY OF NEWPORT BEACH, CONTRACT 5-J 1972 10 11 12 13 14 15 16 17 STORM DRAIN CONSTRUCTION, VARIOUS LOCATIONS ALONG BAYSIDE AT FERNLEAF, DAHLIA, BAYSIDE PLACE, & FERNLEAF /GOLDENROD CATCH BASINS AT BAYSIDE DR & CARNATION AVE SEWER REALIGNMENT IN CARNATION AVE BETWEEN SEAVIEW AVE & BAYSIDE DRIVE PLAN OF BAYSIDE DRIVE AND CARNATION AVE INTERSECTION SHOWING STORM DRAINS, SEWER AND WATER MAINS AND REPLACEMENT OF CARNATION AVE CITY OF NEWPORT BEACH, D-5026-S CITY OF NEWPORT BEACH, D-5007-L CITY OF NEWPORT BEACH S-5017-S CITY OF NEWPORT BEACH 55-2890 IMPROVEMENT PLANS FOR TRACT NO. 2813, IRVINE TERRACE, UNIT NO. 3 CITY OF NEWPORT BEACH, D318 P&P FOR THE IMPROVEMENT OF BAYSIDE DRIVE ADJACENT TO TRACT NO. 2094 CITY OF NEWPORT BEACH, 2094 PLAN NO. 414 FOR THE CONSTRUCTION OF SANITARY SEWER MAINS ALONG SEAVIEW AVE AND CERTAIN OTHER STREETS & ALLEYS PLAN NO. 412 FOR THE CONSTRUCTION OF SANITARY SEWER MAINS ALONG CARNATION AVENUE AND CERTAIN OTHER STREETS & ALLEYS CITY OF NEWPORT BEACH, S-5043-S CITY OF NEWPORT BEACH, S-5042-S 1966 1964 1962 1959 1956 1954 1946 1945 ~~ ORANGE COUNTY CONTRACT 5-61 CONTRACT NO. -~<'S........f \ '\;:;7 SANITATION DISTRICT '<0!.71£ u= I I BAYSIDE DRIVE IMPROVEMENT PROJECT LEGEND, ABBREVIATIONS, INDEX OF DRAWINGS, AND SURVEY CONTROL I 5-61 DRAWING NO. G-0002 2 OF 14 I ,___ ,___ ~ ,___ CC) 0 0 0 I (') I u L 0 (J (]) A - B - C 5 D o; ~ u / u u 0 u r----(D co L[) / 0 -0 -0 C ·"" m (]) 0 I w / _c Q_ L -m C 0 u -I (D w '" w (]) (]) CD 0 CD E <( - L (]) ~ (]) (/) w 0 (/) >-<( CI) F 0 I r----w co L[) / 0 (/) u 0 /::, ~Q_ ·;;:::: s:;;j- *"' .~ 'tj-o; co w -·O -N S' '--.._ /Ol " '--.._ Q_ OJ " w 0 f-s <( 00 1 I 2 I 3 I GENERAL NOTES 1. COORDINATE ALL WORK WITH THE OCSD FIELD REPRESENTATIVE. 2. ALL WORK SHALL COMPLY WITH ALL CONTRACT DOCUMENTS AND CONSTRUCTION REQUIREMENTS FOR SANITARY SEWERS, CONDITIONS OF THE CITY'S 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. 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 PROJECT OWNER AND TO THE SATISFACTION OF THE FACILITY OWNER 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 PROVIDE ALL ADDITIONAL CONSTRUCTION SURVEYING NECESSARY BEYOND OCSD OFFSET LINE AND GRADE STAKE PER GENERAL REQUIREMENTS GR-34, TO SUPPORT AND COMPLETE THE CONSTRUCTION OF THIS PROJECT. THE TOP OF PROJECT MANHOLE RIMS MAY BE USED FOR BASIS OF ELEVATION AT EACH SITE. ALL GIPP INSTALLATION LENGTHS SHALL BE MEASURED, CONFIRMED AND CONSTRUCTED TO MATCH BY THE CONTRACTOR. 8. THE CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE, COUNTY AND CITY LAWS AND 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. 9. FOR ALL TRENCHING EXCAVATIONS FOUR (4) FEET OR MORE IN DEPTH, THE CONTRACTOR SHALL OBTAIN A PERMIT FORM 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 CALCULATIONS 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 ENGINEER OR STRUCTURAL ENGINEER FOR OCSD RECORD PURPOSES PRIOR TO STARTING THE WORK. 10. ALL PRODUCTS LISTED BY MAKE AND MODEL MAY BE SUBSTITUTED WITH AN "EQUAL" PRODUCT ONLY UPON WRITTEN REQUEST BY CONTRACTOR AND ACCEPTANCE BY DESIGN ENGINEER, UNLESS OTHERWISE NOTED. 11. BIDDERS ARE URGED TO VISIT THE SITES TO VERIFY EXISTING SITES AND FACILITY 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 BY-PASS SYSTEM. 12. CONTRACTOR SHALL REPLACE ALL EXISTING TRAFFIC CONTROL STRIPING, SIGNAGE, IN-PAVING CONTROL WIRE LOOPS, WIRES BETWEEN TRAFFIC LIGHTS, SIGNAL CONDUIT, WIRE BETWEEN TRAFFIC LIGHTS AND CONTROL BOX INCLUDING INTERSECTION CROSSINGS, IN KIND. CONTRACTOR SHALL COORDINATE WITH CITY INTERSECTION SIGNAL TIMING. CONTRACTOR SHALL COMPLY WITH CITY'S GENERAL NOTES REGARDING PROTECTING IN PLACE, AND REPLACING TRAFFIC LOOPS AT NO ADDITIONAL COST TO OCSD. 13. CONTRACTOR SHALL COMPLY WITH NOISE LIMITATION REQUIREMENTS OF EACH JURISDICTIONAL 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. 14. 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 FOR 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 CONTRACTOR'S WORK SHALL BE DISPOSED OF AT NO ADDITIONAL COST TO OCSD. 15. CONTRACTOR SHALL PROVIDE AND INSTALL UP TO 24 MISSING MANHOLE COVER BOLTS AND ANCILLARY HARDWARE. BOLTS, NUTS WASHERS SHALL BE TYPE 316 STAINLESS STEEL, SIZE EQUAL TO EXISTING BOLTS OR SIZE 1 ½ INCH DIAMETER BY 6 INCH LONG. CONTRACTOR SHALL VERIFY SIZE IN FIELD PRIOR TO PURCHASE. CONTRACTOR SHALL APPLY LIBERAL AMOUNTS OF ANTI-SEIZE ON BOLTS BEFORE INSTALLATION. FINAL CLOSURE OF MANHOLE SHALL BE IN ACCORDANCE WITH OCSD PROCEDURES. SALVAGE ITEMS PER NOTE 14 ON DRAWING C-1005 MAY BE USED TO SATISFY THIS REQUIREMENT, IF FOUND CONDITION OF SALVAGED MATERIALS IS ACCEPTABLE TO OCSD. MANHOLE REHABILITATION 16. MANHOLE REHABILITATION SHALL BE DONE WHILE THE APPROVED TEMPORARY BYPASS IS IN OPERATION 17. FOR ALL MANHOLES WHERE MODIFICATIONS TO THE FLOW CHANNEL OCCUR, THE LINING SHALL BE REPAIRED WITH SIMILAR MATERIALS IN KIND. 18. 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 STRUCTURE, ETC. /2\ RECORD DRAWING 5/26/10 SLD MARK DESCRIPTION DATE APPR. I DESIGNED BY·-'S'-'-. --'J=EP'--'S'-=E""'N _____ _ DRAWN BY: DUDEK CADD CHECKED BY: S. DEERING I • LINE IS 2 INCHES , I AT FULL SIZE (IF NOT 2" -SCALE ACCORDINGLY) I 4 I 5 I 6 I 19. ALL MANHOLE COVERS SHALL BE SEALED UPON COMPLETION OF WORK PER OCSD STANDARDS INCLUDING BUT NOT LIMITED TO PRECAST MANHOLES, NEW STRUCTURES, ETC. 20. THE MANHOLE REPAIR CONTRACTOR SHALL MATCH EXISTING PROTECTIVE COATING SYSTEM (PVC, POLYURETHANE, LINABOND, OR OTHER) WITH IDENTICAL PRODUCT MANUFACTURED AND AVAILABLE. REGARDLESS OF WHETHER OR NOT THE EXISTING SYSTEM IS CORRECTLY CALLED OUT ON PLANS. 21. 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. 22. CONTRACTOR SHALL REPAIR ANY SUBSEQUENT DAMAGE CAUSED TO THE MANHOLES DURING THE WORK. 23. OCSD REPRESENTATIVES WILL PROVIDE ACCEPTANCE TESTING & INSPECTION AFTER MH REHABILITATION AND AFTER ANY DAMAGE REPAIR WORK IS COMPLETED. SEE SPECIFICATION SECTION 06629 PLASTIC LINER AND SECTION 09808 POLYURETHANE COATING FOR SEWER MANHOLES FOR ADDITIONAL REQUIREMENTS. ODOR CONTROL 24. CONTRACTOR SHALL PREPARE AND SUBMIT AN ODOR CONTROL PLAN PER SPECIFICATION SECTION 13720 TEMPORARY ODOR CONTROL FOR ACCEPTANCE BY OCSD PRIOR TO COMMENCING WORK. 25. ALL ODOR CONTROL SCRUBBERS USED FOR ODOR CONTROL SHALL HAVE VALID SOUTH COAST AQMD AIR PERMITS. CONTRACTOR SHALL AT THEIR EXPENSE INCLUDE IN BID PRICE TO OBTAIN ALL AIR QUALITY PERMITS FOR ALL CONSTRUCTION EQUIPMENT AS REQUIRED. THREE COPIES SHALL BE PROVIDED TO OCSD PRIOR TO THE MOBILIZATION OF ANY AIR SCRUBBER EQUIPMENT TO THE PROJECT CONSTRUCTION SITES. UTILITIES 26. COMPLETE EXCAVATION AS SHOWN ON THE PLANS AND PER SPECIFICATION SECTION 02200 EARTHWORK. 27. 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 AND DEPTH OF EXISTING UTILITIES. THIS SHALL BE DONE IN ADVANCE OF CONSTRUCTION. THIS DATA IS PROVIDED SOLELY AS AN AID TO BIDDING AND SHALL NOT SUBSTITUTE FOR THE CONTRACTOR'S OWN UTILITY LOCATION RESPONSIBILITIES. 28. 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, CONFIGURATIONS AND ELEVATIONS OF SUBSURFACE FACILITIES AND UTILITIES ARE APPROXIMATE, AND NOT ALL UTILITIES AND FACILITIES MAY BE INDICATED. OVERHEAD UTILITIES SHOWN IN PLAN 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 CONTRACTOR'S BID. OVERHEAD LINES SHALL NOT CAUSE ANY MONETARY INCREASE IN CONTRACT. 29. THE CONTRACTOR IS CAUTIONED THAT ONLY ACTUAL EXCAVATION WILL REVEAL THE 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 FILED INVESTIGATION, INSTRUMENT SURVEYING, AND POTHOLING TECHNIQUES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY OR ALL DAMAGES CAUSED BY THE FAILURE OF LOCATING AND PROTECTING UNDERGROUND UTILITIES AND STRUCTURES. TEMPORARY BY-PASS PIPELINE 30. THE CONTRACTOR SHALL PROVIDE ALL LABOR, EQUIPMENT, MATERIAL AND SUPPLIES AND PERFORM ALL OPERATIONS REQUIRED TO TEMPORARILY BYPASS PUMP SEWAGE DURING ALL CIPP LINER INSTALLATION. THE CONTRACTOR SHALL TEMPORARILY BYPASS PUMP SEWAGE AS A PART OF THEIR OPERATIONS. 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 OCSD. COMPLY WITH ADDITIONAL REQUIREMENTS OF SPECIFICATION SECTION 02999 TEMPORARY HANDLING OF SEWAGE FLOW. 31. 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 WASTEWATER FLOWS DURING SEWER REHABILITATION. THE PLAN SHALL BE SUBMITTED TO OCSD IN ACCORDANCE WITH THE SPECIFICATION SECTION 02999 TEMPORARY HANDLING OF SEWAGE FLOW. 32. THE CONTRACTOR SHALL PROVIDE REDUNDANCY FOR THE BYPASS SYSTEM IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. ~ SANI •~!'),, 7 I 8 I 9 I 10 33. REGULATORY AGENCY REQUIREMENTS AND FINES DUE TO SEWAGE SPILLS SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 34. 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 HIS BYPASS PIPELINES TO MINIMIZE ANY DISTURBANCE TO EXISTING UTILITIES AND SHALL OBTAIN ACCEPTANCE OF THE PIPELINE LOCATIONS FROM OCSD AND CITY OF NEWPORT BEACH REPRESENTATIVE. ALL COST ASSOCIATED WITH RELOCATING UTILITIES AND OBTAINING ACCEPTANCE SHALL BE INCLUDED IN THE CONTRACTOR'S BID PRICING, AND AT NO ADDITIONAL COST TO THE PROJECT. 35. CONTRACTOR SHALL INSTALL TEMPORARY SPILL CONTAINMENT BENEATH ALL ENGINE DRIVEN MOTORS AND PUMPS. 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. 36. CONTRACTOR SHALL PLACE TEMPORARY SPILL CONTAINMENT UNDER TEMPORARY BYPASS PIPELINE WHEN DISMANTLING A JOINT FOR EITHER CLEANING, CLEARING, OR DEMOBILIZING THE PIPELINE. 37. CONTRACTOR SHALL INCLUDE COMBINATION SEWER AIR VACUUM RELEASE VALVES ON THE TEMPORARY BYPASS PIPELINE AT MAXIMUM 500 FOOT INTERVALS. CONTRACTOR SHALL CONNECT COMBINATION VALVES TO MAIN BYPASS PIPELINE USING 4 INCH BALL VALVES. 38. CONTRACTOR SHALL INSTALL TEMPORARY RAMP BYPASS PER DETAIL 2 ON SHEET C-5001 AS A MEANS OF ISOLATING DRAINING & REPLACING EACH REQUIRED TEMPORARY TRAFFIC ROAD RAMP WITHOUT INTERRUPTION OF MAIN BYPASS OPERATION IN THE EVENT OF HYDRAULIC BLOCKAGE WITHIN THE RAMP. 39. CONTRACTOR SHALL POSITION TEMPORARY BYPASS PIPE TO MINIMIZE IMPACTS TO THE PUBLIC, RESIDENTS, AND BUSINESSES. FINAL PIPE LOCATION SHALL BE COORDINATED AND ESTABLISHED IN FIELD WITH OCSD 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. 40. AN INFLATABLE SEWER LINE PLUG SHALL BE INSERTED INTO THE LINE UPSTREAM OF THE SECTION BEING REHABILITATED. THE PLUG SHALL BE SO DESIGNED THAT ALL OR ANY PORTION OF THE UPSTREAM FLOW DIVERTED WITHOUT FLOWING INTO OR LEAKING INTO THE SECTION OF PIPELINE 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. 41. THE CONTRACTOR SHALL PERFORM LEAKAGE AND PRESSURE TESTS PER SPECIFICATION SECTION 15000 GENERAL PIPING ON THE TEMPORARY BYPASS PUMPING DISCHARGE PIPING USING CLEAN WATER 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. 42. CONTRACTOR SHALL USE TEMPORARY SOLID WALL HIGH DENSITY POLYETHYLENE (HOPE) MAINLINE BYPASS PIPE WITH MINIMUM NOMINAL 14-INCH DIAMETER (12.3-INCH INSIDE DIAMETER) AND NOT LARGER THAN 18-INCH NOMINAL DIAMETER. HOPE BYPASS PIPES SHALL BE MINIMUM DIMENSION RATIO OF 17, OR THICKER MATERIAL. LATERAL BYPASS PIPES SHALL BE THE MINIMUM SIZE AND MATERIAL REQUIRED ON THE PLANS. 43. CONTRACTOR SHALL SAWCUT REMOVE AND REPAIR CONCRETE CURB AND SIDEWALK AS NECESSARY FOR BYPASS PIPELINES. TRAFFIC CONTROL 44. 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. 45. SEE NOTE 12. STAGING AREA 46. 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 LAND OWNER PROOF OF PERMISSION AND AGREEMENT FOR SUCH USE. RECORD DRAWING THIS DRAWING REFLECTS CHANGES FROM THE ORIGINAL CONTRACT DRAWING THAT WERE MADE DURING CONSTRUCTION AND HAVE BEEN PREPARED FROM INFORMATION PROVIDED TO THE ENGINEER BY THE CONSTRUCTION CONTRACTOR(S)/OWNER(S). THE ENGINEER DOES NOT WARRANT THIS DRAWING TO BE COMPLETIE AND ACCURATE IN ALL RESPECTS. CONTRACT 5-61 CONTRACT NO. DUDEK 605 Third Street Encinitas, CA 92024 760.942.5147 Fax 760.632.0164 ,1;'.?'~~- ! " I,~~ ORANGE COUNTY I---~<.-.:::,___; \ BAYSIDE DRIVE IMPROVEMENT PROJECT 5-61 DRAWING NO. * No. 26514 * J'Exp. 3/31/10 ,,_ '17f CiV\\.. ,~ OF [J\I> I I ~~7 SANITATION DISTRICT I I GENERAL NOTES G-0003 3 OF 14 I I 1-- 1-- 1-- - - 7 0 0 0 I (') I u L 0 (J (]) A - B - C 5 D o; ~ u / u u 0 u r----(D co L[) / 0 -0 -0 C ·"" m (]) 0 I w / _c Q_ C 0 u -I (D w 7 w (]) (]) CD 0 CD E <( - L (]) ~ (]) (/) w 0 (/) >-<( CI) F 0 I r----w co L[) / 0 (/) u 0 /::, ~Q_ ·;;:::: s:;;j- *"' .~ 'tj-o; co w -·O -N S' '--.._ /Ol " '--.._ Q_ OJ " w 0 f-s <( 00 1 I 2 I 3 I GENERAL NOTES SEDIMENT CONTROL AND BMP 47. STOCKPILES OF SOIL ONSITE ARE NOT PERMITTED. 48. APPROPRIATE BMPS FOR CONSTRUCTION-RELATED 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. 49. 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. 50. 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. 51. 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 CALIFORNIA'S 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. 52. 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; CONCRETE AND RELATED 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. 53. 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 PROJECT 54. 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. SUMMARY OF KEY CIPP REQUIREMENTS 55. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE PROJECT PLANS, SPECIFICATION SECTION 15121 CURED-IN-PLACE PIPE (GIPP) AND BID DOCUMENTS 56. THE EXISTING SEWER SHALL BE CLEANED TO THE SATISFACTION OF THE INSPECTOR PRIOR TO ANY CIPP INVERSION WORK. 57. A FULL AND COMPLETE MAINLINE BY-PASS AND PUMPED BY-PASS OF ALL LOCAL CONNECTIONS SHALL BE IN PLACE, TESTED, AND ACCEPTED BY THE ENGINEER PRIOR TO ANY CIPP INVERSION WORK. 58. COMPLETE RELATED WORK OF SPECIFICATION SECTION 01140 WORK RESTRICTIONS, SECTION 13720 TEMPORARY ODOR CONTROL, SECTION 01556 TEMPORARY TRAFFIC CONTROL AND OTHER PROJECT REQUIREMENTS AS SHOWN AND SPECIFIED. 59. THE EXISTING 24-INCH DIP TO THE LIMITS SHOWN ON THE PLANS SHALL BE STRUCTURALLY REPLACED WITH NEW CIPP. 60. CIPP SHALL BE COMPLETED THROUGH THE LENGTHS, SLOPES, AND MANHOLES SHOWN ON THE PLANS. ALL RESIDUAL SEWER CLEANING WATER & DEBRIS SHALL BE REMOVED FROM ALL PIPELINE SAGS, BELLIES OR DIPS PRIOR TO GIPP INSTALLATION. THIS SHALL BE ACCOMPLISHED 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. 61. ALL MANHOLE ACCESSES AND SIDE CONNECTIONS TO THE WORK SHALL BE RESTORED AFTER THE CIPP IS CURED IN PLACE. RECORD DRAWING THIS DRAWING REFLECTS CHANGES FROM THE ORIGINAL CONTRACT DRAWING THAT WERE MADE DURING CONSTRUCTION AND HAVE BEEN PREPARED FROM INFORMATION PROVIDED TO THE ENGINEER BY THE CONSTRUCTION CONTRACTOR(S)/OWNER(S). THE ENGINEER DOES NOT WARRANT THIS DRAWING TO BE COMPLETE AND ACCURATE IN ALL RESPECTS. DESIGNED BY·-'S"--. -'-'JE"'-P-"'SE"'-N'------- /2\ RECORD DRAWING 5/26/10 SLD MARK DESCRIPTION DATE APPR. I DRAWN BY: DUDEK CADD CHECKED BY: S. DEERING I • LINE IS 2 INCHES , I AT FULL SIZE (IF NOT 2" -SCALE ACCORDINGLY) I 4 I 5 I 6 I 7 62. 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 COST TO OCSD. CIPP SHALL BE INSTALLED IN ACCORDANCE WITH ASTM F1216 FOR CIPP INVERTED INTO PLACE. A PRE-LINER SHALL BE USED THROUGHOUT THE PROJECT REGARDLESS OF INSTALLATION METHOD. 63. CONTRACTOR SHALL SUBMIT MATERIALS, MEANS & METHODS FOR REVIEW & ACCEPTANCE 1 BY ENGINEER PER SPECIFICATION SECTION 15121 CURED-IN-PLACE PIPE (GIPP) PRIOR TO START OF CIPP WORK. 64. WATER INVERSION AND HEATED WATER CURING ONLY ARE ACCEPTABLE DOWNSTREAM OF MH BAY0377-0000. 65. AIR INVERSION AND STEAM CURING ONLY ARE ACCEPTABLE UPSTREAM OF MH BAY0377-0000. 66. CIPP SHALL BE IN ACCORDANCE WITH ASTM F1216 FOR A 'f'ULL Y DETERIORATED PRESSURE PIPE" CONDITION WITH A MINIMUM FINISHED THICKNESS OF 18 MILS (0. 709 INCHES). STRUCTURAL CALCS INCLUDING THE FOLLOWING ITEMS SHALL BE SUBMITTED FOR REVIEW AND ACCEPTANCE: A. H20 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 OPERATING PRESSURE AND 12 PSI TEST PRESSURE D. EARTH LOADS 67. CIPP 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. 68. 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 15121 CURED-IN-PLACE PIPE (CIPP), SECTION 02730 SANITARY SEWER SYSTEM TESTING AND AS OTHERWISE REQUIRED. 69. FOUR OF THE EXISTING MANHOLES ARE HOBAS PRESSURE TEE MANHOLES WITH 36-INCH RISERS AND BOLTED COVERS. NEW MH BAY-189A-OOOO WILL ALSO BE A PRESSURE MANHOLE. MINOR WRINKLING OR LIFTS OF GIPP WITHIN THE RUN OF THE PRESSURE MANHOLE TEES SHALL BE GROUND SMOOTH AND REPAIRED IN THOSE LOCATIONS. END SEALS PER SPECIFICATION SECTION 15121 CURED-IN-PLACE PIPE (CIPP) SHALL BE PROVIDED AT ALL HOBAS AND PRESSURE MANHOLE TEE CIPP TERMINATIONS. 70. CONTRACTOR SHALL PROVIDE RESTRAINED AND PLATE SAMPLING AND TESTING AS SPECIFIED IN SPECIFICATION SECTION 15121 CURED-IN-PLACE PIPE (GIPP), AS MODIFIED PER ADDENDUM NO. 1. 71. CONTRACTOR SHALL CLEAN AND CCTV THE EXISTING 24-INCH DIP AND DETERMINE EXTENT OF CROWN CORROSION TO BE CONSIDERED FOR FABRICATION OF GIPP MATERIALS BASED ON SITE CONDITIONS AND INVERSION PLANNING. SUBMIT RANGE OF RECOMMENDED INVERSION PRESSURE FOR ACCEPTANCE TO BOTH HOLD THE TUBE TIGHT AGAINST THE EXISTING DIP AND THE MAXIMUM ALLOWABLE PRESSURE SO AS NOT TO DAMAGE THE TUBE. PROVIDE MEANS OF MONITORING THIS PRESSURE RANGE DURING EACH INVERSION. 72. CCTV AND PRESSURE TESTING PER SPEC SHALL BE COMPLETED AFTER CIPP CURING PER THE REQUIREMENTS OF SPECIFICATION SECTION 02730 SANITARY SEWER SYSTEM TESTING. 73. A FINAL CCTV INSPECTION WILL BE CONDUCTED BY OCSD AT THE DISCRETION OF OCSD PRIOR TO EXPIRATION OF THE ONE YEAR WARRANTY PERIOD. ~ SANI •~I'),, I 8 I 9 I 10 NOTES FOR WORK IN CITY OF NEWPORT BEACH 1. CONTRACTOR SHALL MEET THE TRAFFIC CONTROL, TIME OF WORK, NOISE CONTROL, AND OTHER REQUIREMENTS OF THE CITY OF NEWPORT BEACH INCLUDED IN THE CONTRACT DOCUMENTS, AND AS OTHERWISE REQUIRED BY THE CITY. 2. TWO WAY TRAFFIC SHALL BE MAINTAINED ON BAYSIDE DRIVE FROM CARNATION AVENUE TO THE EAST AT ALL TIMES. AT NO TIME WILL CARNATION AVENUE ACCESS FROM BAYSIDE DRIVE BE CLOSED. DURING DAYTIME HOURS, A FLAGMAN OPERATION WILL BE ALLOWED IF THE TRAVEL WAY IS REDUCED TO ONE LANE ON BAYSIDE DRIVE AND CARNATION AVENUE. ALL LANES OF TRAFFIC ARE TO BE RESTORED DURING EVENING HOURS FROM CARNATION AVENUE TO THE EAST. 3. BAYSIDE DRIVE MAY BE CLOSED IN THE WEST BOUND DIRECTION JUST WEST OF CARNATION AVENUE. TRAFFIC CONTROL PLANS, INCLUDING A DETOUR PLAN FOR THE BAYSIDE DRIVE WEST BOUND CLOSURE, MUST BE SUBMITTED BY THE CONTRACTOR AND APPROVED BY THE CITY PRIOR TO ISSUANCE OF THE CITY ENCROACHMENT PERMIT. THE PLAN SHALL BE PREPARED BY A LICENSED TRAFFIC ENGINEER. 4. THE PRELIMINARY TRAFFIC CONTROL PLANS INCLUDED WITH THESE DRAWINGS ARE FOR CONTRACTOR'S INFORMATION AND USE IN APPL YING FOR A CITY OF NEWPORT BEACH ENCROACHMENT PERMIT. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO UPDATE AND REVISE THE TRAFFIC CONTROL DRAWINGS AND TO COMPLY WITH ANY CHANGES REQUIRED BY THE CITY FOR ISSUANCE OF CITY PERMITS. 5. SEE SPECIFICATION SECTION 01140 FOR ADDITIONAL CITY OF NEWPORT BEACH REQUIREMENTS. NOTICE TO CONTRACTOR ALL CITY REQUIREMENTS REQUIRED FOR ENCROACHMENT PERMIT PROCESSING SHALL BE CONSIDERED "PERMIT" REQUIREMENTS FOR PURPOSES OF SPECIFIED ORDER OF CONTRACT DOCUMENT PRECEDENCE. CONTRACT 5-61 CONTRACT NO. DUDEK 605 Third Street Encinitas, CA 92024 760.942.5147 Fax 760.632.0164 ,1;'.?'~~- ! " I,~~ ORANGE COUNTY 1--~<.:::,__; \ BAYSIDE DRIVE IMPROVEMENT PROJECT 5-61 DRAWING NO. * No. 26514 * J'Exp. 3/31/10 ,,_ '17f CIV\1-,~ OF [J\I> I I ~~7 SANITATION DISTRICT I I GENERAL NOTES G-0004 4 OF 14 I I ....._ ....._ ....._ - - en 0 0 0 I ('.) I ~ '° I en / C/J "' C "' 0 L 0 cJ L 0 0 ru C '.? D °' "' cJ / cJ cJ 0 0 c--(D (JJ en / 0 ~ 0 0 C °' Cl) (l) 0 I '° / _c o_ L ~ Cl) C 0 u ~ I (D '° 'T '° ru (I) C/J 0 Cl) <( L CJ "' CJ U) w 0 U) >-<( m .. w ('.) f--s <( 00 E F 1 2 3 5 ' -. ~ ' ' &. --.,., ~ . BAY0175-0000 i. ;'j,·-r·. ~ -~; -~-{:' ""f. . \ t•'l, " -r ; ' ,~ ' .:( I -..a ·:.,.:,JO!';;:- •. -" -I C ' \ ~ ~-" ~\c-r,. ef~ t • Vr . ~. " . , ' . • \___ 'ti','.' .. ·"'-"', :' - a....., 0175-0000 • "'-I • • 'Ir,_ -:,0000 ., l . ' ~.···*~ -~ ~;:,,~ • t j """"1~,\\: ' ·, . .' • -· . • •I. • • • '('.. ,, ,,.,, \ ..i • . , . .. ' . . . ' *· ,· ' ~ "'~ M' -. ,-'\ 0185-0000 .,,,,,.. J:!'I' -...... ,, -.f ,.. ... ;i t. ~ ..... :"!I , f , .... ,. r- ,, '· ' ' . ' ' ; / '· ✓ ' .4~ ~ , ~ ,: .... • . ~ . '.:!r • a --._: • • ,, ..... ...... "::,._ ') .. Ii • ~ ~-:. :r, 'ti ~fr''-~- -~- ..... .. 0000 • ,, -t..t-. :: '~-. ::-.....--✓-~ '· ..... ' 'ii. -??--, • • , ' ' ·=·. '>, ..... --"- ·'tlf~"',.. .. .__;_.. ... ,,, ... :-,,. ""\ . ..... RECORD DRAWING ~ .. ;?-:::,.- , -;;, ,-:.!' ..:4-,Vdf,..;'· _:. -~;,,;. ·-<;"~-~~~r*~;..r. THIS DRAWING REFLECTS CHANGES FROM THE ORIGINAL CONTRACT DRAWING THAT WERE MADE DURING CONSTRUCTION AND HAVE BEEN PREPARED FROM INFORMATION PROVIDED TO lHE ENGINEER BY THE CONSTRUCTION CONTRACTOR(S)/OWNER(S). THE ENGINEER DOES NOT WARRANT THIS DRAWING TO BE COMPLETE AND ACCURATE IN ALL RESPECTS. MARK DESCRIPTION DATE APPR. (IF NOT 2" -SCALE ACCORDINGLY) ' ~· • --~·':/ ./ •. r'' ....... "'· ' 1'. ~ ~ I • (• / ,, "' - ~ • ' A ,. ... -.......... .. ,. -I";;;. ' Y0188 ' ~ \ '<. ,,.,_,_~ K-.,o,;.: /'. ..... ·., -~-~·-. -...;...: -·. ...... KEY MAP SCALE: 1"=100' 6 \ • ' • • -""-=::: .. 7 LEGEND EXISTING OCSD SEWER PARALLEL lEMPORARY BYPASS PIPELINE NOTE 1 REHAB REACH NOTE 2 REHAB REACH __ • , ~:; 11,. ;~e. y, ' I • ._, ., . ~ ' -~- 8 9 10 BY-PASS NOTES 1. ALL SEWER REHAB WORK BETWEEN MH BAY 0377-0000 AND MH BAY0180-0000, PLUS WORK ON CITY SEWER UPSTREAM OF MH BAY0189-0000, SHALL BE COMPLETED IN ONE PHASE WllH MAINLINE BYPASS PUMPS TAKING SUCTION FROM MH BAY0375-0000 AND DISCHARGING TO MH BAY0175-0000. 2. ALL SEWER REHAB WORK BETWEEN MH BAY0195-0000 AND MH BAY0377-0000 SHALL BE COMPLETED IN ONE PHASE WllH MAINLINE BYPASS PUMPS TAKING SUCTION FROM MH BAY0200-0000 AND DISCHARGING TO MH BAY00189-0000 OR FURlHER DOWNSTREAM. 3. lHE SEQUENCE OF BYPASS PHASES SHALL BE AT CONTRACTOR DISCRETION. SEE NOTE 2 BAY 0205-000 . _ (ODOR CONTROL) ··--B .. • -.. ·•·•·__,,__ 7 BAY0190-0000 BA Y0195-0000 BA Y0200-0000 ~, ~ ✓•:1€ ~ • ' ~-i;_ ,...,. , . , ,, I" ' • ' .,... .. • ·, 1 ' • i . ·;w '.... ~ i:k ,, • fi '' --~ j ·, A . ,. '~ - KEY MAP G-0005 5 OF 14 -0 0 -I u I -'° I en / m "' C " 0 L D cJ L 0 0 CJ 0:: / °' " cJ / cJ cJ 0 0 " (D (JJ en / 0 ~ 0 D C °' Cl) CJ D I '° / _c Q_ L ~ m C 0 u -I (D '° 'T '° CJ (I) m 0 m <( L CJ " CJ U) w D U) >-<( m A B C D E F 1 2 NOTES 1. A LATERAL BYPASS PUMP SYSTEM SHALL BE PROVIDED AT MH BAY0185-0000 PER SPECS & TEMPORARY BYPASS PUMP SCHEDULE & BYPASS PUMP NOTES ON DWG C-5002. 2. MH BAY0180-0000 -ORIGINAL CONSTRUCTION PER OCSD CONTRACT 5-22 AROUND 1980. EXISTING POLYURETHANE SPRAY-ON LINER TO BE REMOVED, CONCRETE TO BE SAND-BLASTED, COAT WITH EPOXY PRIMER, OVERCOAT WITH NEW POLYURETHANE SPRAY-ON LINER PER SPEC. 3. MH BAY0185-0000 WITH EXISTING T-LOCK LINER. MINOR DEFECTS IN FRAME-TO-CHIMNEY SEAL; DETERIORATING CONCRETE COLLAR; & REPAIR MINOR BLISTERING AND ALL OPEN SEAMS. REPAIR REPAIR T-LOCK 4. CLEAN SEWER AND INSTALL EPOXY VINYL ESTER RESIN CURED-IN-PLACE PIPE (CIPP) PER SPEC. 5. CIPP ON THIS DWG SHALL BE INSTALLED WITH WATER INVERSION AND HOT WATER CURING. I I I ~ 1637 \~ ✓, I I CNB MH35-032 ...i--- I I \ LEGEND 1653 (D LATERAL BYPASS PUMPS SYSTEM -SEE NOTE 1 RECORD DRAWING 3 40- 30- 20- 10- 0- 1657 f PLAN SCALE: 1''=40' THIS DRAWING REFLECTS CHANGES FROM THE ORIGINAL CONTRACT DRAWING THAT WERE MADE DURING CONSTRUCTION AND HAVE BEEN PREPARED FROM INFORMATION PROVIDED TO THE ENGINEER BY THE CONSTRUCTION CONTRACTOR(S)/OWNER(S). THE ENGINEER DOES NOT WARRANT THIS DRAWING TO BE COMPLETE AND ACCURATE IN ALL RESPECTS. 4 I I o, 0 01 25 25 1 ,-s1-I n ~I~ o, co ~ (J) ~I cri a~ 0 ~ >->-::::,; <( ,::::e: <C, -([l a:: ([l a:: ·- i' I i--------------- 1--------f------ I +I 0 PROVIDE TEMPORAR PLUG _j . I • DURING ALL BYP.'ASS & 1: CIPP LININ ~ WORK t t t t I I "1 _:,.. . " " t. ,. ---- 5 1 ~!I~ I-a:: ::i 0 0-o, a:: 0 >-0... _J <( ~ <( w m ,~ u > o, <( 1-0 • r. o::::e:c:> 0 c:> J'mw 2 'fir--.. z oa::z I-I -ll 0:: _J L{) (J) OCl I ' (/) (Iii 0 ~1'° X ~ wzo o~ . ------' I '-------------------<CI ::::e: "'-;:-1-----~'-c:c_ I j I I 172'@ .01% I I I 1~ I~ c~nc: I c: SCALE: 1"=40' HORIZ 1"= 8' VERT 6 7 CIPP LIN ING IN EX. 24" D. /~· ----------------------___ / _____ I I I . . // ~ 18 07 BAYADf RE TERRACE ,J I,.._ j, .,, ◊ SEE· DETAIL ""-• /...._ V -if-. , ~ <fy A::. 0 I r. ' GRAPHIC SCALE 0 40' 80' - ---SCALE: 1" = 40' 8 9 I.P. SEWER ISTING GRADE 30VE PIPE _______ t __________________ ~------------------------• ---------------t --------- . . I . . . 580'@ .01% I I . ·~ Ii r r f.• ~-j ,;, ·. I i ' ,. I I I I 1~2--f I I .,.,, I I > ; .. I ----=------~ ~ ., PLAN SCALE: 1''=40' I . . I ~ f 1 ,, .,. I TEMPORA~Y BYPASS iiN E r. ,· . . . . . . r r i I i: I 10 -40 -30 N 0 0 w ...... I 2 o-20 _J II- -------------OW 1-W ~ <(I ~ (/) w-10 w w w (/) (/) -0 RELINING PLAN AND PROFILE - 1 C-1001 6 OF 14 N 0 0 -I u I -'° I en / if) "' C "' 0 L 0 cJ L 0 0 ru A B C '.? D °' "' cJ / cJ cJ 0 0 " (D (JJ en / 0 ~ 0 0 C °' Cl) (l) 0 I '° / _c Q_ L ~ Cl) C 0 u -I (D '° 'T '° ru (I) if) 0 Cl) <( L CJ "' CJ U) w 0 U) >-<( m E F 40- 30- 1 ..-- 0 0 ..-- 1 w 20-uz 2 3 I ~ w I- 0 z w (/) I o, 0 ~I~ I'-I C.O Cl'.) LD ~ >-<l'. I :::;;, m O:'.'. ----- ....J I-I WU W1-I<( (/)~ !------------------------------------------------------------ 10-w w (/) 0- . 580'@ I I I .01 % I~ 1: 2'-0"------.,,_ ·~----' ,,,,-2'-0" -1, ~ 7'-10" IL 12' SS COUPLING SS COUPLINGS S COUPLING . . . . DIP TO PVC \ rPVC TO PVC 1 / DIP TO PVC ,,,; ..... , ~----------) 1r-------t/ \~\ (_ JI(_ _______ ~\ // -------------------------- . . . . . 570'@ ,, _,//~ DETAIL ...... --:......, BAY0187-0000 1 (HOBAS) ------ NOT TO SCALE ·1 I p r I r • I .- \ °' ' t ' SEE DETAIL ' \..~ n ~ • • 1 Y01 8 -, , ~ ~ 1,, ➔ ~ ~ ~~~ =--->~ ~ ~;f ~ __c_ -,.~ 4" I 1 • PLAN SCALE: 1 "= 40' RECORD DRAWING THIS DRAWING REFLECTS CHANGES FROM THE ORIGINAL CONTRACT DRAWING THAT WERE MADE DURING CONSTRUCTION AND HAVE BEEN PREPARED FROM INFORMATION PROVIDED TO THE ENGINEER BY THE CONSTRUCTION CONTRACTOR(S)/OWNER(S). THE ENGINEER DOES NOT WARRANT THIS DRAWING TO BE COMPLETE AND ACCURATE IN ALL RESPECTS. , • I I 14+00 4 CIPP . .01% t 5 6 LINING IN E X. 24" D.I.P. SEW it"R ~ / EXISllNG G i ADE ABOVE PIP [ ____ t _____________________ ---------t----------- . . . . . . 0 ROFILE SCALE: 1''=40' HORIZ 1 "= 8' VERT ' . . 2021 7 8 9 10 NOTES 1. MH BAY0187-0000 AND MH BAY 0188-0000 ARE EXISTING HOBAS MH'S PER OCSD CONTRACT 5-22-R1 -40 CONSTRUCTED IN 2003. EACH MH IS A HOBAS FRP TEE WITH 24" INLET X 24" OUTLET X 36" ACCESS RISER W/FLG'D CAP & LIFT RING. SEE ~ DETAIL 1 ON DWG C-5003 FOR w DIMENSIONS & DETAILS. I- 0 -30 2. ACCESS TO HOBAS TEE IS PROVIDED ~I (/) I §I 0 I I ri ~ I~ co I~ a'~ >-! ~ <l'. I "-mler -- - _______________ t ___ -------------t -----------------------r-------- . . . . . . I I"') THRU MH VAULT W/24" AND 48" CONCENTRIC COVERS. 0 0 3. REPLACE MISSING TYPE 316 SS w..--I HARDWARE ON 36" HOBAS ACCESS 2 U-20 FLANGE PER NOTE ON DWG G-0003. ....J II-4. CLEAN SEWER AND INSTALL EPOXY uw 1-W VINYL ESTER RESIN URED-IN-PLACE <CI PIPE (CIPP) PER SPEC. ~(/) w-10 5. CIPP ON THIS DWG SHALL BE w INSTALLED WITH WATER INVERSION (/) AND HOT WATER CURING. r 497'@ .01% I~ 6. ANY RESULTING CIPP WRINKLES IN HOBAS RUN OF TEES TO BE C I (! -0 GROUND SMOOTH AND PATCHED WITH FIBERGLASS & RESIN I 1:: IDENTICAL TO CIPP TO RESTORE FINISHED CIPP THICKNESS OF 1 B MILLIMETERS. . TEMPORARY BYPASS LINE; • 2103 \ GRAPHIC SCALE PLAN D 40• 80' SCALE: 1''=40' - ---SCALE: 1" -40' RELINING PLAN AND PROFILE -2 C-1002 7 OF 14 1 2 3 4 5 CIPP LI~ ING IN EX. 24" D I.P. SEWER 6 7 8 9 10 NOTES 1. A LATERAL BYPASS PUMP SYSTEM SHALL BE PROVIDED PER DWG C-1005 AND NOTES ON DWG C-5002 TO DIVERT CITY SEWER FLOW FROM MH BAY 0189-0000. A 40-1-------------,>------------+----------+----------+-----------+----------+----------+----------+----------+-------1 --40 2. DEMO OF MH BAY 0189-0000 AND INSTALLATION OF I NEW MH BAY 0189A-0000 SHALL BE COMPLETE PRIOR TO LINING OF 24" DIP ON THIS DWG. I '1 0 0 -I u I -'° I en / m "' C "' 0 L 0 cJ L 0 0 ru B C '.? D °' "' cJ / cJ cJ 0 0 " (D (JJ en / 0 ~ 0 0 C °' Cl) (l) 0 I '° / _c Q_ L ~ m C 0 u -I (D '° 'T '° ru (I) m 0 m <( L CJ "' CJ U) w 0 U) >-<( m .. w (') f-s <( 00 E F LO I 0 ~I 0 ~ I u I I §I 3. A LATERAL BYPASS PUMP SYSTEM SHALL BE PROVIDED WITH SUCTION FROM THE NEWPORT BEACH PUMP STATION PER SPECS, TEMPORARY BYPASS 30- N 30 PUMP SCHEDULE, AND NOTES ON DWG C-5002. 1---------+---:-----.:~~'------::!..++-----;-------+------;....-....;..----+-;..---------;....-+---------+---;------,-----!----;.---,t::::i(/)-:-r-l ----+---....;..---,------!f-------1--4. MH BAY0189-0000 & MH BAY0377-0000 ARE ~ EXISTING HOBAS MH'S PER OCSD CONTRACT 5-22-Rl ~, o, -" I Cl'.'. = 5 ~ 8: 0 o'~ OJ ~, w l-o z 0 0 ..----w I 20 0 2 ....J 1--I WU WI- o I CONSTRUCTED IN 2003. EACH MH IS A HO BAS FRP 081 0 o TEE WITH 24" INLET X 24" OUTLET X 36" ACCESS !-EXISTING GRADE W ..----RISER W/FLG'D CAP & LIFT RING. SEE DETAIL 1 ABOVE PIPE ~ 1 ~ ___ / z I ON DWG C-5003 FOR DIMENSIONS & DETAILS. i n ~ ---U 5. ACCESS TD HOBAS TEE IS PROVIDED THRU MH o ~ t ___ ,----:EI-VAULT W/24" AND 48" CONCENTRIC COVERS. 8 I-st ffi ~I ~ -st 0 (/) D... I u (/) I 1Wz ~~ a, I-0 I ~ 2o ~ ,.., ->-,w<{ :S: I O'.'.W <{ w [I] aJ (/) <{ w =tbJ z / I<( -----(/) ~ r 10 w ·-r r ---------- -----------------------------· -. --}'~ .-··· -•··· =--~ ~ ~ G. ~~i:i:.~~:t!Si~lE~~1?E!!R :iitr:i~ oiwo ---t t I t t t j ----~ (I) 0189-0000 MAY BE USED IN LIEU OF NEW HARDWARE FOR NEW BAY 0189A-0000 OR FOR REPLACEMENT OF MISSING HARDWARE ON OTHER HOBAS MH'S. w ' ' ' (/) T T ; T 497'@ .01 ~ 0- --,~------ I RECORD DRAWING ' I (D w I I I 2100 f 'rq;j I PLAN SCALE: 1''=40' THIS DRAWING REFLECTS CHANGES FROM THE ORIGINAL CONTRACT DRAWING THAT WERE MADE DURING CONSTRUCTION AND HAVE BEEN PREPARED FROM INFORMATION PROVIDED TO THE ENGINEER BY THE CONSTRUCTION CONTRACTOR(S)/OWNER(S). THE ENGINEER DOES NOT WARRANT THIS DRAWING TO BE COMPLETE AND ACCURATE IN ALL RESPECTS. . . . I 2209 • MARK DESCRIPTION DATE APPR. (IF NOT 2" -SCALE ACCORDINGLY) I . 570'@ .05% t I PROFILE SCALE: 1 "=40' HORIZ 1 "= 8' VERT -2215 ~ LEGEND CD ® LATERAL BYPASS PUMPS SYSTEM -SEE NOTE 2 ROADWAY CROSSING SEE DETAIL ~ --------1~,-C--S~00-1 G) DRIVEWAY CROSSING _S_E_E_D_E_T_AI_L_---1~,_...2----1 ~ I I GRAPHIC SCALE 0 40' 80' ----SCALE: 1" -40' I I +I LO -I • 1: 2301 I 389'@ 5% AVERAGE SLOPE t ', , I _,_, . I & -.. 2307 , PLAN t J 2315 SCALE: 1 "=40' w w (/) 7. CLEAN SEWER AND INSTALL EPOXY VINYL ESTER RESIN CURED-IN-PLACE PIPE <CIPP> PER SPEC. 8. CIPP ON THIS DWG DOWNSTREAM OF MH 0 BAY0377-0000 SHALL BE INSTALLED WITH WATER INVERSION AND HOT WATER CURING. UPSTREAM OF MH BAY0377-0000 SHALL BE INSTALLED WITH AIR INVERSION AND SHALL BE CURED WITH STEAM. 9. ANY RESULTING CIPP WRINKLES IN HOBAS TEE TO BE GROUND SMOOTH AND PATCHED WITH FIBERGLASS AND RESIN IDENTICAL TO CIPP. RESTORE FINISHED CIPP THICKNESS OF 18 MILLIMETERS. 10. THE CITY OF NEWPORT BEACH SUPERVISORY CONTROL & DATA ACQUISITION <SCADA> SYSTEM FOR THE CARNATION AVE PS SHALL REMAIN OPERATIONAL AT ALL TIMES. \ EX 3" FM EX 4' CURB INLET CITY OF NEWPORT BEACH CARNA T/ON A VE PS -SCADA SYSTEM SHALL REMAIN OPERATIONAL THROUGHOUT CONSTRUCTION OF CONTRACT 5-61 RELINING PLAN AND PROFILE -3 C-1003 8 OF 14 'CC 0 0 ~ I u I ~ '° I en / if) "' C "' 0 L 0 cJ L 0 0 ru A B C '.? D °' "' cJ / cJ cJ 0 0 " (D (JJ en / 0 ~ 0 0 C °' Cl) (l) 0 I '° / _c Q_ L ~ Cl) C 0 u ~ I (D '° 'CC '° ru (I) if) 0 Cl) <( L CJ "' CJ U) w 0 U) >-<( m --w (') f--s <( 00 E F 1 2 3 4 ---1----------1 CIPP LINING IN E . 24" D.I.P. SEW R 5 6 4" VCP-------:;-il 0 0 0 o I 0 0 60-0 0 t----,------t-----,----------;---,----------t--------,,-----------i---------i------,--------;---------,.c..;+------;-----------,rst-t---;----------1 -50 1'<.0 ~ ~1ci <( ~ LO CD o, § ~ ~1_; _________ ------------- 50-1--------,,--+----,----:-----,------!---,------+-------H-.------,-----+------,,-,.-=t------t------l~-+------i -50 ~ ~ b --4" VCP ~ ~ ~~ -------------------------------~ C::, EXISTING G ADE <I'. -w _----, ,.__ ~ 0 I ABOVE PIPE CD Cl:'. :------------------------~--J I ;:: g, 1 7' @ 0.23% 40-~ ""'~--W--t--------l--~---l----~:+-----l-~------------,,,,--....:::..::..::t=------=-::::::::::::::=,=-----=1:::::=---__ ~~~-~~---=--=~--~r0~· ---+--~-40 ::-,J I N I I--.. :;J::: LO r0 _-----W W ~ ~ ~1'1 g -------- :;t:V) ~~ ~ ::;;, ---- CD IO:'. ------ 157' @ 4.6 AVERAGE S OPE / ~ 30-kl l------~---l--------i--------!-~---l--------=--o---~---=----=::::::::i:-~:::::::_ ___ ____jk!:i--~----l------___.!~_----+-------~----1-------l -30 ~ --r0w VJ 154' @ 6.6% AVERAGE SLOPE I +I 20-0 1------1::_..........,::::..._--=......,:::::......__--1---,--+rci----+--------+-----:-----+------,,-----t-------;--+-----i -20 ~ ~ ,~ f- / O [ -1 -BAY03 ~ ' \J~, 1-,._ Ji '~-..-'!J~v ~ ~ 11-~~-',-:: ~~, t::J ,~~ V) 389'@ 5% A VERA GE SLOPE ' ' I •' I ~ --..~.~~Di RECORD DRAWING 1N lw I 24" SD 0 SEE NOTE 8 THIS DRAWING REFLECTS CHANGES FROM THE ORIGINAL CONTRACT DRAWING THAT WERE MADE DURING CONSTRUCTION AND HAVE BEEN PREPARED FROM INFORMATION PROVIDED TO THE ENGINEER BY THE CONSTRUCTION CONTRACTOR(S)/OWNER(S). THE ENGINEER DOES NOT WARRANT THIS DRAWING TO BE COMPLETE AND ACCURATE IN ALL RESPECTS. MARK DESCRIPTION DATE APPR. (IF NOT 2" -SCALE ACCORDINGLY) 1"= 8' VERT C ---~ s w 18" W ~ s w PLAN SCALE: 1 "=40' GRAPHIC SCALE 0 40' 80' SCALE: 1" -40' 7 8 9 10 NOTES 1. A LATERAL BYPASS PUMP SYSTEM SHALL BE PROVIDED UPSTREAM OF MH BAY0375-0000, MH BAY 0190-0000, WEST OF MH BAY0195-0000 & EAST OF MH BAY 0195-0000 PER LAYOUT THIS DWG, SPECS, & TEMPORARY BYPASS PUMP SCHEDULE & NOTES ON DWG C-5002. 2. A MAINLINE BYPASS PUMP SYSTEM SHALL BE PROVIDED AT MH BAY0200-0000 PER THIS DWG, SPECS, & TEMPORARY BYPASS PUMP SCHEDULE & NOTES ON DWG C-5002. SEE DWG G-0005 FOR MAINLINE PUMP & BYPASS PHASING REQUIREMENTS. 3. CLEAN 24" DIP SEWER AND INSTALL EPOXY VINYL ESTER RESIN CURED-IN-PLACE PIPE (CIPP) PER SPEC. COMPLETE A SINGLE INVERSION FROM MH BAY 0195-0000 THROUGH MH BAY 0190-0000 TO MH BAY 0375-0000. ALL CIPP ON DWG C-1004 SHALL BE INSTALLED WITH AIR INVERSION AND SHALL BE CURED WITH STEAM. CUT CIPP TO RESTORE SEWER ACCESS AND FUNCTION AT MT BA Y0190-0000 AFTER CURING COMPLETE. 4. MH BAY0190-0000 -ORIGINAL CONSTRUCTION PER OCSD CONTRACT 5-22 AROUND 1980. AFTER 24" CIPP & BYPASS WORK COMPLETE & MH CORE REPAIRED PER NOTES ON C5002, THEN EXISTING POLYURETHANE SPRAYED ON LINER TO BE REMOVED, CONC TO BE SAND-BLASTED, COAT WITH EPOXY PRIMER, OVERCOAT WITH NEW POLYURETHANE SPRAY ON LINER PER SPEC. INSTALL OCSD PROVIDED GAS FLAP INSERT INTO CITY OF NEWPORT BEACH INLET SEWER AFTER ALL OTHER WORK IS DONE. 5. MH BAY0375-0000 -AFTER 24" CIPP IS COMPLETE BOTH SIDES OF MH, REPAIR EXISTING T-LOCK LINED MANHOLE INCLUDING REPAIR OF CORRODED FRAME TO CHIMNEY SEAL, MINOR DELAMINATION AND BUBBLES OF TlHE T-LOCK WALL LINER. 6. MH BAY0195-0000 -AFTER 24" CIPP IS COMPLETE BOTH SIDES OF MH, REPAIR EXISTING T-LOCK LINED MANHOLE INCLUDING REPAIR OF FRAME CONNECTION TO CHIMNEY. 7. MH BAY0200-0000 -AFTER ALL REHAB WORK IS COMPLETE AND BYPASS IS DISMANTLED, REPAIR CONCRETE AND T-LOCK LINER FOR CORE HOLES FOR LATERAL BYPASS FROM CITY MH WEST OF BAY0195-0000 AND CORE HOLES USED FOR MAIN BYPASS SUCTION PIPING. REPAIR ALL OTHER MH BAY0200-0000 DEFICIENCIES FOUND AFTER COMPLETION OF CONSTRUCTION. 8. THE MAINLINE BYPASS ACROSS CARNATION AVENUE SHALL BE 14" DR11 HDPE PIPE INSTALLED IN A 16" DEEP BY 16" WIDE SHALLOW TRENCH. THE TRENCH SHALL BE COVERED WITH MIN 1" THICK STEEL PLATES RECESSED INTO THE PAVEMENT AND OVERLAPPING BEYOND THE TRENCH BY AT LEAST 2' ON ALL SIDES, EXCEPT CURB AND GUTTER. SUBMIT DIMENSIONS FOR AL TERNA Tl VE PIPE UP TO 18" DIAMETER FOR APPROVAL. 9. PROVIDE AND INSTALL 50-FEET LENGTH OF TEMPORARY K-RAIL, AS ACCEPTED BY OCSD, AROUND THE MAINLINE BYPASS PUMPS FOR TRAFFIC IMPACT PROTECTION. I I I I LEGEND G) LATERAL BYPASS PUMPS SYSTEM SEE NOTE 1 0 DRIVEWAY CROSSING _S_E_E_D_E_T_A_IL __ @_2----1 t=soo @ MAIN BYPASS PUMP, SEE NOTE 2 CARBON SCRUBBER LOCATION PROVIDE WARNING TO TRAFFIC PROVIDE PROTECTION OF EQUIPMENT FROM TRAFFIC RELINING PLAN AND PROFILE - 4 C-1004 9 OF 14 "1 0 0 ~ I u I ~ '° I en / if) "' C "' 0 L 0 cJ L 0 0 ru A B C '.? D °' "' cJ / cJ cJ 0 0 " (D (JJ en / 0 ~ 0 0 C °' Cl) (l) 0 I '° / _c Q_ L ~ Cl) C 0 u ~ I (D '° 'T '° ru (I) if) 0 Cl) <( L CJ "' CJ U) w 0 U) >-<( m .. w 0 f-s <( 00 E F 1 2 3 4 i-----------+----------+--SEE NOTE 1 & 2 -+----------+--------i 60 -+---i,..F===========l=f:tJ=>~NtM~====l======-t --t-----:------:-------:--+--:-------+ 60 SEE NOTES 6 & 10 110 ~ :::c ::i: 50 -+--------t--------,-----------t-------,------;--------,/=--=-=--=1-=--=-=I-=--=--=-=--=--=-=--=--=--=-----------+-----·------;--t-50 EXISTING <&RADE / I COUPL NG PER ! ABOVE Pl E // f " " l ' ( f.-.-U.,.,_...__.,_ __ ----\-----=::i::+---+----T---_-_-__ -_-__ -_-__ +-__ ~ __ =-=~'----lll----+----------+-----+H--+40 EXIST. 10" VCP 40 .---------!/ @·-I--+--1'x1' CONC. ENCASE , ELEC AND PHONE L NES ~ a:: I / 30' EXIST. 10" V p w (/) w I w , 0 ~ 0 / ~:::c-W I Jt.l < :::::!!: m ' ... 5' SWEEP m(/) o /~ • < 1-/ • R PLACE FITTING WITH 12" 30 30 """m , o 20 --+-~Nx~:::c~+---l-j'~-c=.._ ___ ~H-1-'f.LP~E~S~WE"-'"-"E~P~A~N~D"----"G~A~SKlliE~T~E~D1-___ _:__-'------l--'-------'-------+--'----'---------+-20 w 3:: / t!; C UPLINGS ON BOTH ENDS ...JLLJ ; .. uz /~ /~ --_ _j ~ 10 +---l~~..:__--+--+--+--+--+--+----+--+-+-+---+-+--+---lf-----t 10 5' SWEEP CITY S WER PROFILE SCALE: 1"= 0' HORIZ 1 "= 8' VERT SEE NOTES 3 & 0 ......... -----'------------'-----'-----------'--------'-----'-------'-----'--------'-------'-----'------''----'- ~,-- I 411 , WATERFRONl DR. , \;_,Co[\: -~--.,-~.!'t--·--~2~~ ;;;:½~~-~•~•SD a= ,..-, ·, I kfl.t~~-\-.... ir'. ,... ' ..--. .... ,f·~.ti 1/"" . -so 2100 CMP . • ~'.-\..r . • . f,;r. i~~~· .. (ftt~: • _ ,,_ ,. "1 ,,. ',l ,' ._ .~ .... ~,~At 1 'x1' CONC. ENCASED ELEC AND PHONE LINES \ .,,. CITY SEWER PLAN SCALE: 1" = 40' SEE DETAIL RECORD DRAWING THIS DRAWING REFLECTS CHANGES FROM THE ORIGINAL CONTRACT DRAWING THAT WERE MADE DURING CONSTRUCTION AND HAVE BEEN PREPARED FROM INFORMATION PROVIDED TO THE ENGINEER BY THE CONSTRUCTION CONTRACTOR(S)/OWNER(S). THE ENGINEER DOES NOT WARRANT THIS DRAWING TO BE COMPLETE AND ACCURATE IN ALL RESPECTS. 401 GRAPHIC SCALE 0 40' 80' - ---SCALE: 1" = 40' CALL TOLL FREE 1-800-227 -2600 TWO WORKING DAYS BEFORE YOU DIG Underground Service Alert of Southern California 0 5 6 7 8 9 10 NOTES 1. INSTALL DUTY & STANDBY ENGINE DRIVEN LATERAL BYPASS PUMPS PER NOTES & PUMP SCHEDULE ON DWG C-5002 WITH INDEPENDENT 8" DR11 HOPE SUCTION LINES FROM #58. ALL TEMP PUMPS, PIPES, AND OTHER EQUIPMENT SHALL BE ARRANGED TO KEEP THE PRIVATE DRIVEWAY EASILY PASSABLE AT ALL TIMES BY THE RESIDENTS. 2. PROVIDE DISCHARGE GATE & CHECK VALVES FOR EACH PUMP TO A COMMON DISCHARGE. RUN TEMP 8" MIN. DR11 HOPE DISCHARGE HIGHLINE PIPE TO CONNECTION WITH TEMP MAIN BYPASS LINE IN BAYSIDE DRIVE. PLUG CITY SEWER AND EVACUATE REMAINING LOCAL CONNECTIONS FROM CITY SEWER BETWEEN BYPASS AND BAYSIDE DRIVE, AS NECESSARY DURING WORK. 3. WITH BAYSIDE TRUNK SEWER BYPASS AND CITY SEWER BYPASS OPERATIONAL, REMOVE UP TO 35-FT OF EXIST CITY 1 0" DIA CIP INCLUDING THE EXISTING CIP VERTICAL FITTING, CITY SEWER MH, AND 24"X10" TEE ON OCSD 24" BAYSIDE TS. 4. DEMOLISH & REMOVE EXISTING CITY 1 0" & 12" DIP CONNECTION TO MH BA Y0189-0000. 5. CONTRACTOR SHALL PROTECT 8" GAS MAIN AND GAS SERVICE IN PLACE DURING THE WORK. CONTRACTOR SHALL PROVIDE NOTIFICATION AND COORDINATION OF ALL WORK IN THE VICINITY OF THE GAS MAIN WITH THE GAS COMPANY, SEMPRA UTILITIES. CONTACT DAVE BALDWIN AT PHONE (714) 634-3269 TWO WEEKS BEFORE EXCAVATION TO SCHEDULE THE SERVICE RELOCATION BY SEMPRA. CONTACT LARRY PAPST AT PHONE (714) 634-7232 TWO DAYS BEFORE EXCAVATION TO SCHEDULE THE 8" GAS LINE RE-WRAP. PROVIDE SHORING AND EXCAVATION FOR THE SERVICE RELOCATION AND REWRAP. BACKFILL, PATCH, AND RESTORE THE ROADWAY TO ORIGINAL CONDITIONS. OCSD WILL PAY RELOCATION AND RE-WRAP FEES TO SEMPRA DIRECTLY. 6. REPLACE THE UPPER VERTICAL FITTING DOWNSTREAM OF CITY MH#60 WITH 12" HOPE SWEEP AND GASKETED COUPLING (DRESSER, ROMAC, OR EQUAL) ON BOTH ENDS. 7. CLEAN AND CCTV REMAINING PORTIONS OF EXIST 1 o" CIP AND 1 o" VCP BETWEEN BAYSIDE DRIVE AND MH#59 AS NECESSARY FOR INSTALLATION OF CIPP LINER THROUGH NEW 12" HOPE, REMAINING 10" CIP, AND REMAINING 10" VCP BETWEEN NEW MH BAY0189A-0000 AND CITY MH#59. 8. PROVIDE & INSTALL NEW PRESSURE MH BAY0189A-0000 PER SPEC & PER DETAILS ON DWG C-5004. 9. FIELD FIT NEW HEAT FUSED HOPE DR11 IPS 10.339" ID / 12.75" OD CITY SEWER BETWEEN NEW MH BA Y0189A-0000 & EXIST 1 0" CIP (FIELD VERIFY 10.22" ID / 11.1 0" OD). FIELD FIT SHALL PROVIDE 1' VERT CLEARANCE BETWEEN NEW PLASTIC PIPE & EXIST 8" GAS MAIN. FIELD FIT SHALL BE SLOPED FOR ITS ENTIRE LENGTH WITH NO SAGS. OBTAIN ENGINEER APPROVAL AFTER FIELD FIT IS IN PLACE PRIOR TO MH CORING & CONNECTION WITH INSERTA-TEE BY INSERTA FITTINGS CO, LE-RON PLASTICS, OR EQUAL AT MH BA Y0189A-0000. 10. PROVIDE & INSTALL A GASKETED COUPLING BETWEEN THE OLD 1 O" CIP & NEW HOPE MANUFACTURED BY DRESSER, ROMAC, OR EQUAL. 11. INSTALL NEW EPOXY VINYL ESTER RESIN PRESSURE CIPP FROM MH#59 TO MH BAY 0189A-0O00 WITH AIR EXPANSION, AND STEAM CURING. MIN FINISHED CIPP THICKNESS SHALL BE MINIMUM 12 MM. PROVIDE END SEALS AT MH#59 & MH#60. 12. PROVIDE TOP HAT INTO NEW CIPP WORK WITH OVERLAP TO MH BAY 0189A-0000 INTERIOR WALL AROUND INSERT TEE OR SEAL TO OCSD SATISFACTION WITH EPOXY. 13. INSTALL NEW 24" CIPP THRU MH BAY 0189-0000. DO NOT RESTORE OPENING 14. CAST IRON FRAME & COVER, HOBAS HARDWARE, & PRECAST CONC RISERS SHALL BE REMOVED AND MAY BE SALVAGED & REUSED ON MH BAY 0189A-0000, IF IN CONDITION ACCEPTABLE TO ENGINEER. REMAINDER OF MH BAY 0189-0000 SHALL BE BACKFILLED W/ CEMENT SLURRY & ABANDONED IN PLACE. 15. 12" HOPE SUBGRADE AND PIPE ZONE SHALL CONSIST OF 1-SACK SLURRY. 16. INSTALL OCSD PROVIDED INSERTABLE GAS FLAP INTO CITY OF NEWPORT BEACH INLET SEWER FROM MH BAY0189A-0000 AFTER ALL OTHER WORK IS COMPLETE. 20- 0 0 0 :::c <r:::::!E ~-RESTORE PAVING, CURB, < w GUTTER, AND LANDSCAPING ~ ~ TO AS FOUND CONDITION // .-(/) , 0 Ul IO ,,.,,.,,.. >-w.... .is,,/ ~ m3:: 11 4" CLR o --: C:,'V,/ ,j; < 8: ~ cJJ LO 0~~/, -?,,'v~ :::cw :::i: BELOW t-! ~ t/\/' ~ '\ ----------;:.:;-~:::::!E\'!CZ~O::~~-f~9--------~--J f-----------------~/ 't':~ t;. •.; .· . . , . 1._ ___ J •. RELOCATED GAS LINE ~a::-+-~ ~ w . (/) """ .... Nw CO SEE NOTE 11 LONG RADIUS HOPE SWEEP NEW 12" HOPE SEWER 0 0.50% MIN. SEE NOTE 8 X !::! cxi 0-r-----~~~~~----+----+------+----+----~ ....1< 0 um 1- EX MH BAY 0189-0000 SEE NOTES 12 & 13 SECTION NOT TO SCALE 10' 5' NEW PRESSURE MH MH BAY 0189A-0000 'EX. 8" GAS SEE NOTE 5 SEE NOTE 7 SEE DETAIL---,.__.--,, -~c+::~~cu7 ~----ttf0 -r--'-H-------------------------------------1 C-5004 .,.---..,._ S.D. MH PROTECT IN PLACE EX. 10" D.I.P. --------------------- EX. GAS SVC SEE NOTE 5 Q ,..,...--,, EX. 8" GAS EX. 10" & 12" D.I.P. 1' S.D. CURB INLET AND STRUCTURE ACCESS - PROTECT IN PLACE EX. 10" C.I.P . -------------1 ' -----EX. 24" DIP SEWER 1-~"c-~, --1--1 -1-----~ 1.1.-----+"---+-t---NEWPORT BEACH MH ----"'-----------~~~sD----t SDC--+---mµ..01---t----1 ------------------------------ [> f+-----_''-S.D. JUNCTION MANHOLE BEHIND CURB AND GUTTER -PROTECT IN PLACE DEMOLITION DETAIL ED NOT TO SCALE SEE NOTES 3 & 4 -J--+-t---SC --+f+---+-SD+++-~ RELOCATE GAS SVC SEE NOTE 5 0 SEE NOTE 10 --------------------------------- ---------------- EX. 24" V SEWER ------------ [> PLAN ~ NEW CONNECTION DETAIL NOT TO SCALE LONG RADIUS HOPE SWEEP ---~ - EB 10 OF 14 0 0 en I u I -'° I en / if) "' C "' 0 L 0 cJ L 0 0 ru A B C '.? D °' "' cJ / cJ cJ 0 0 " (D (JJ cn / 0 ~ 0 0 C °' Cl) (l) 0 I '° / _c Q_ L ~ Cl) :s E u -I (D '° 'T '° ru (I) if) 0 Cl) <( 1 EXISTING GRADE MIN SLOPE HOT PATCH MATERIAL RAMPED AS SHOWN OVER 4 n LATERALS 12' EXISTING FACE OF CURB EXISTING LIP OF GUTTER t STREET EXISTING LIP OF GUTTER • ... 2 2' z ::E SECTION A-A SCALE: NONE 3 4• TEMPORARY BYPASS LATERALS -ONE OR TWO AS REQUIRED AT EACH SIDE MIN SLOPE -- 60 MIL TO 80 MIL PLASTIC BARRIER EXTEND UNDER RAMPS AS SHOWN 12' 12" TEMPORARY BYPASS LINE 4 ;------4" OPEN PORT ~~~~~~~~~ VALVE WITH UNION 'i\:.<::~t":: -~· .. \ i} :/ ?'i.:::\ . .' ~·' 11:••··;•·•>l• 11•.:•·•.•rr .. it1 i. '1:r v., .; ·1"1' ''·, ,:: i/·: .. '._.,::.-,:: .::·. ·.- ·-.::,. ·'-'.'/-::-:-.·::,: ,:,":.·:" ···1···1 .. i>: ·:,:,·: ._··.,_.c:.:· fj ' • •i"r:'.''.: +1 .,._.,. ...... ·:,:,·, ' ; . -. ' 6" WHITE PAINT 4" TEMPORARY BYPASS LATERALS -ONE OR TWO AS REQUIRED AT EACH SIDE L-----4" OPEN PORT VALVE WITH UNION EXISTING FACE OF CURB GRAPHIC SCALE PLAN TYPICAL LATERAL ROAD CROSSING DETAIL - ---SCALE: 1 / 4" =1 '-0" SCALE: NONE NOTES FOR DETAILS 1 & 2: CD ® 0 © ® © 0 RAMP PLACEMENT TO BE DETERMINED BY CONTRACTOR ACCORDING TO FIELD CONDITIONS. EACH ROAD CROSSING & RAMP SHALL HAVE APWA "WATCH" MANUAL TYPE •p" "RAMP AHEAD" WARNING SIGN & 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 10 PRE-EXISTING CONDITION OR BETTER AT NO ADDITIONAL COST TO THE CONTRACT AND OCSD. CONTRACTOR TO FIELD FIT AND FABRICATE TRANSITION SECTION OF PIPE TO ROAD CROSSING 4• SCHEDULE 40 STEEL PIPE. CONTRACTOR TO FIELD FIT AND FABRICATE TRANSITIONS PIPE TO CONNECT TO 12• TEMPORARY BYPASS PIPELINES. CONTRACTOR MAY USE HDPE FOR PIPE NOT WITHIN TRAFFIC LANES. CONTRACTOR SHALL USE SOLID WALL HIGH DENSITY POLYETHYLENE (HDPE) MAINLINE BY-PASS PIPE WITH MINIMUM NOMINAL 14-INCH DIAMETER (12.3-INCH INSIDE DIAMETER) AND NOT LARGER THEN 18-INCH NOMINAL DIAMETER. HDPE BY-PASS PIPE SHALL t3E MINIMUM DIMENSION RATIO OF 17, OR THICKER MATERIAL. 5 6 7 8 i-------1 2 1---------1--i tSTREET 3 12"x12' ROAD CROSSING RAMP ~~ ----H+-- 3) -... fc ,,. [ EXISTING GRADE 10 - L_ --J EXISTING CURB AND GUTTER SECTION A-A 12•x12' ROAD CROSSING RAMP 3 ELEVATION EXISTING DRIVEWAY WIDTH VARIES 15' 12' 60 MIL MINIMUM PLASTIC BARRIER EXTEND UNDER RAMPS AS SHOWN PRESSURE GAUGE (0-150 PSI) 4• BALL VALVE PRESSURE GAUGE 12•x12• ROAD (0-150 PSI)\ CROSSING RAMP' FLOW \ p \ .r~ I \_ .~ ~ -= ) --. "-"J.i (jj 1 '"D ... [ tJ r SPECIALLY FABRICATED 12" DIA. (MIN.) DRAINJ I (TYP) EMERGENCY BYPASS LINE TO BE GATE OR PLUG VALVE MAINTAINED ON SITE FOR USE DURING SAME SIZE AS RAMP MAINTENANCE OR REPLACEMENT DRIVEWAY CROSSING IN CASE OF VEHICLE RAMP CLOGGING CONNECTION (TYP)- \ I -------- RECORD DRAWING THIS DRAWING REFLECTS CHANGES FROM THE ORIGINAL CONTRACT DRAWING THAT WERE MADE DURING CONSTRUCTION AND HAVE BEEN PREPARED FROM INFORMATION PROVIDED TO THE ENGINEER BY THE CONSTRICTION CONTRACTOR(S)/OWNER(S). THE ENGINEER DOES NOT WARRANT THIS DRAWING TO BE COMPLETE AND ACCURATE IN ALL RESPECTS. PLAN TYPICAL DRIVEWAY CROSSING DETAIL NOT TO SCALE - --. (S - <[Q]J I 9 EXISTING DRIVEWAY GATE OR PLUG VALVE SAME SIZE AS DRIVEWAY CROSSING CONNECTION (TYP) 4 I -, r-( l ~ 7 BOLTED BLIND FLANGE (TYP.) I 10 !STING LIP GUTTER OF r EX EXISTING FACE OF CURB GRAPHIC SCALE 0 1· 2' 4' - ---SCALE: 1 /2"=1'-0" C-5001 11 OF 14 N 0 0 L[) I u I -(l) I L[) / m 0, C " 0 L 0 u L 0 (J (]) A - B - C - 5 D o; " u / u u 0 u r----(D co L[) / 0 -0 -0 C ·"" m (]) 0 I (l) / _c Q_ L -Cl) g E u -I (l) w '" w (]) (]) CD 0 Cl) <( - L (]) " (]) (/) w 0 (/) >-<( CI) F 0 I r----w co L[) / 0 (/) u 0 /::, ~Q_ ·;;:::: OJ *"' .~ 'tj-o; co w -·O -N S' '--.._ /Ol " '--.._ Q_ OJ " w 0 f-s <( 00 1 I 2 I 3 I 4 I NOTES 1. NOTES FOR ALL LATERAL AND MAINLINE ByPASS PUMPS A. TRAILER MOUNTED PUMP CAPACITIES, NUMBER OF PUMPS, AND MINIMUM SUCTION & DISCHARGE PIPE DIAMETER SHALL BE PER THE TEMP BYPASS PUMPS SCHEDULE ON DWG C-5002 AND PER SPEC. CONTRACTOR SHALL MAINTAIN MAINLINE AND LATERAL SEWER FLOW AT ALL TIMES DURING THE WORK TO PREVENT SPILLS AND OVERFLOWS. 8. TEMP DOWNSTREAM SEWER PLUGS SHALL BE PROVIDED AS NECESSARY THROUGHOUT THE WORK TO KEEP THE 24" DIP SEWER PIPE DRY DURING REHAB WORK. C. EACH MANHOLE WITH SUCTION PIPING SHALL HAVE A 1-1/4" THICK PLYWOOD COVER CUT TO TIGHT FIT THE MH RIM & SUCTION PIPING. OPENINGS SHALL BE SEALED WITH 10 MIL MIN PLASTIC SHEETING AND DUCT TAPE. PLYWOOD COVER TO HAVE 12" SQ TRAP DOOR WITH RUBBER SEAL FOR QUICK VISUAL ASSESSMENT OF SEWAGE LEVEL IN MH. D. ALL BYPASS FACILITIES SHALL BE ADEQUATELY PROTECTED FROM TRAFFIC WITH SIGNAGE, TRAFFIC CONES, CONCRETE K-RAIL, ETC. AS NECESSARY THROUGHOUT THE WORK IN A MANNER ACCEPTABLE TO THE CITY OF NEWPORT BEACH. 5 E. ALL WORK AREAS SHALL PROVIDE FOR MANAGEMENT & PASSAGE OF PEDESTRIANS IN A SAFE MANNER ACCEPTABLE TO THE CITY OF NEWPORT BEACH. F. EACH TEMP PUMP SHALL BE FITTED WITH A DISCHARGE CHECK VALVE AND OPEN PORT VALVE OF SIZE EQUAL TO DISCHARGE PIPING. G. TRAILER MOUNTED PUMPS SHALL BE PROVIDED WITH SOUND ENCLOSURE PER SPECIFICATION SECTION 01140 WORK RESTRICTIONS. H. ALL LANDSCAPING SHALL BE RESTORED TO A CONDITION EQUAL TO PRE-EXISTING CONDITION AND SATISFACTORY TO THE CITY OF NEWPORT BEACH. I. ALL SHALLOW TRENCH BACKFILL AND PAVING REPLACEMENT SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF NEWPORT BEACH. TEMPORARY BYPASS PIPING AT STREET CROSSINGS SHALL BE INSTALLED IN SHALLOW TRENCHES. VERTICAL PIPING TO AND FROM SHALLOW TRENCH SHALL BE LOCATED OUTSIDE OF STREET BEHIND CURB, GUTTER, AND SIDEWALK. ALL DISTURBED CONCRETE SHALL BE REPLACED TO THE NEAREST EXISTING JOINT. 2. UPSTREAM OF MH BAY 0375-oooo A. PROVIDE GENERAL ARRANGEMENT SIMILAR TO THAT SHOWN ON DWG C1004, OR AS FIELD APPROVED DURING WORK. B. INSTALL TWO B-INCH MIN DR11 HDPE SUCTION PIPES, ONE TO EACH OF TWO TEMP BYPASS PUMPS. 3. FROM MH BAY 0190-0000 A. PROVIDE GENERAL ARRANGEMENT SIMILAR TO THAT SHOWN ON DWG C1004, OR AS FIELD APPROVED DURING WORK. 8. AN INFLATABLE FLOW THRU PLUG SHALL BE TEMP INSTALLED IN THE EXIST 8" PVC INLET SEWER TO MH BAY 0190 W/MIN. 4" BYPASS & UPTURNED 90 DEGREE BEND (SUBMIT FOR APPROVAL) C. FLOW THRU PLUG SHALL BE HARD PIPED TO THE PUMP SUCTION PIPE, WHICH SHALL BE 10" DR11 HDPE. D. THE 10" (10.75" OD) HDPE SUCTION PIPE SHALL BE INSTALLED IN A 12" W X 12" D SHALLOW TRENCH ACROSS BAYSIDE DRIVE LOCATED AS SHOWN ON DWG C-1004. CORE SIDEWALL OF MH BAY 0190 TO PASS SUCTION PIPE THRU. COVER SHALLOW TRENCH WITH MIN 4' WIDE 1" THICK STEEL TRAFFIC PLATES RECESSED INTO PAVEMENT. E. AFTER BYPASS IS REMOVED, REPAIR MH WALL WITH 560-C-3250 CONCRETE & COMPLETE POLYURETHANE RELINING OF ENTIRE MH PER NOTES ON C-1004. F. DUTY & STANDBY LATERAL BYPASS PUMPS FROM MH BAY 0190 SHALL BE STAGED TO ALLOW THE SUCTION TO BE SWAPPED BETWEEN PUMPS, IF STANDBY NEEDED, W/0 MOVING PUMPS. 4. UPSTREAM ON NORTHEAST SIPE OF MH BAY 0195 0000 A. PROVIDE GENERAL ARRANGEMENT SIMILAR TO THAT SHOWN ON DWG C1004, OR AS FIELD APPROVED DURING WORK. 8. SUCTION AND DISCHARGE PIPING SHALL BE MIN 6" DR11 HDPE. 5. UPSTREAM ON SOUTHWEST SIPE OF MH BAY 0195 0000 A. PROVIDE GENERAL ARRANGEMENT SIMILAR TO THAT SHOWN ON DWG C1004, OR AS FIELD APPROVED DURING WORK. 8. SUCTION AND DISCHARGE PIPING SHALL BE MIN 6" DR11 HDPE. C. ALL DISCHARGE PIPING IN STREETS SHALL BE INSTALLED IN A MINIMUM 14" WIDE X 14" DEEP SHALLOW TRENCH LOCATED AS SHOWN ON DWG C-1004. CORE SIDEWALL OF MH BAY0200-0000 TO PASS DISCHARGE PIPES THRU. COVER SHALLOW TRENCH WITH MIN 3' WIDE 1" THICK STEEL TRAFFIC PLATES RECESSED INTO PAVEMENT. D. RESTORE ALL STREET, CURB, GUTTER, AND SIDEWALK PER CITY OF NEWPORT BEACH REQUIREMENTS. 6. FROM MH BAY 0200-0000 A. PROVIDE GENERAL ARRANGEMENT SIMILAR TO THAT SHOWN ON DWG C1004, OR AS FIELD APPROVED DURING WORK. 8. SUCTION AND DISCHARGE PIPING SHALL BE MIN 12" DR11 HDPE. C. TWO 12" SUCTION LINES SHALL PENETRATE MH BAY 0200 BELOW GROUND SURFACE LEVEL BY CORING. D. TWO 12" SUCTION LINES SHALL BE INSTALLED IN A 14" DEEP X 30" WIDE SHALLOW TRENCH WITH MIN 1" THICK STEEL TRAFFIC PLATES RECESSED INTO THE PAVEMENT OVERLAPPING ALL OPEN TRENCH AREAS BY AT LEAST TWO FEET ON ALL SIDES EXCEPT CURB & GUTTER. RECORD DRAWING THIS DRAWING REFLECTS CHANGES FROM THE ORIGINAL CONTRACT DRAWING THAT WERE MADE DURING CONSTRUCTION AND HAVE BEEN PREPARED FROM INFORMATION PROVIDED TO THE ENGINEER BY THE CONSTRUCTION CONTRACTOR(S)/OWNER(S). THE ENGINEER DOES NOT WARRANT THIS DRAWING TO BE COMPLETE AND ACCURATE IN ALL RESPECTS. DESIGNED BY-'· Sc:.:.. . ..:cJE=.:.P.:c:.SE=.:.N:...__ ____ _ DRAWN BY: DUDEK CADD CHECKED BY: S. DEERING /2\ RECORD DRAWING 5/26/10 SLD I • LINE IS 2 INCHES • -I -I AT FULL SIZE MARK DESCRIPTION DATE APPR. (IF NOT 2'" -SCALE ACCORDINGLY) I I * No. 26514 * J'Exp. 3/31/10 ,,_ '17f CIV\1-,~ OF [J\I> I DUDEK 605 Third Street Encinitas, CA 92024 760.942.5147 Fax 760.632.0164 I I 6 I 7 I 8 I 9 I TEMPORARY BY-PASS PUMPS SCHEDULE PRESSURE AT POINT ESTIMATED PEAK REQUIRED RANGE OF CONNECTION TO DIURNAL FLOW -OF PUMP MAIN BY-PASS (2) - DWG BY-PASS LOCATION GPM CAPACITY (1), GPM FT OF WATER NUMBER OF PUMPS C-1001 MH BAY0185-0000 15 0 TO 800 0 TO 20 1 DUTY+ 1 STANDBY C-1003 MH BAY0189-0000 300 0 TO 800 0 TO 55 1 DUTY+ 1 STANDBY C-1003 NEWPORT BEACH PS 50 0 TO 800 0 TO 65 1 DUTY+ 1 STANDBY C-1004 MH BAY0375-0000 325 0 TO 800 0 TO 50 1 DUTY+ 1 STANDBY C-1004 MH BAY0190-0000 500 0 TO 800 0 TO 50 1 DUTY+ 1 STANDBY C-1004 MH BAY0195-0000 NORTH SIDE 15 0 TO 800 0 TO 40 1 DUTY + 1 STANDBY C-1004 MH BAY0195-0000 SOUTH SIDE 15 0 TO 800 0 TO 40 1 DUTY+ 1 STANDBY C-1004 MH BAY0200-0000 1500 0 TO 3000 0 TO 50 1 DUTY+ 1 STANDBY (1) PUMPS SHALL BE SELF-PRIMING VARIABLE-SPEED ENGINE-DRIVEN CRITICALLY-SILENCED AND CAPABLE OF "SNORING" WITHOUT HARM OR SPILL OF WASTEWATER FROM THE LIMITED STORAGE CAPACITY SUCTION MANHOLE (2) MAXIMUM MAINLINE BY-PASS OPERATING PRESSURE AT POINT OF CONNECTION WITH ALL PUMPS AT ESTIMATED PEAK DIURNAL FLOW - ACTUAL OPERATING PRESSURE ANTICIPATED TO BE LESS DURING MOST OF THE OPERATION. NOTED PRESSURE DOES INCLUDE SUCTION LIFT BUT DOES NOT INCLUDE SUCTION AND DISCHARGE FRICTION LOSSES TO POINT OF CONNECTION TO MAINLINE BY-PASS. (3) ALL SUCTION MANHOLES SHALL BE PROVIDED WITH HIGH WATER AUDIBLE & FLASHING LIGHT ALARMS. (4) PROVIDE AND STAGE AN AT-LARGE THIRD 3,000 GPM SELF PRIMING BYPASS PUMP AND PIPING FOR USE ANYWHERE ON THE PROJECT FOR EMERGENCY RESPONSE TO SEWER SPILLS PER SPECIFICATION SECTION 02999 TEMPORARY HANDLING OF SEWAGE FLOW. PROVIDE 3,000 GPM CAPACITY FLEXIBLE SUCTION PIPING FOR AT-LARGE UNCONNECTED BYPASS PUMP OF A LENGTH ADEQUATE TO PUMP FROM A STORM DRAIN INLET OR SEWER DIVERSION MANHOLE AS NECESSARY IN RESPONSE TO A SEWER SPILL. A MINIMUM LENGTH OF 1,200 FEET OF PRE-ASSEMBLED AT-LARGE UNCONNECTED EMERGENCY BYPASS DISCHARGE PIPING CAPABLE OF HANDLING 3,000 GPM OF SEWAGE SHALL BE PRE-ASSEMBLED AND BE IMMEDIATELY AVAILABLE FOR EMERGENCY MOBILIZATION TO ANY LOCATION OF THE PROJECT, AS NEEDED FOR SPILL RESPONSE. DISCHARGE PIPE SHALL BE DR17 HDPE, COUPLED ALUMINUM SEGMENTS, OR PRESSURE RATED HOSE. A MINIMUM INSIDE DIAMETER OF 12-INCHES SHALL BE PROVIDED, OR AS NECESSARY TO PUMP 3,000 GPM FROM ANY MANHOLE ON THE PROJECT TO ANY OTHER MANHOLE WITHIN 1,200 FEET FROM THE SUCTION MANHOLE. PUMP AROUND ANY CIPP INVERSION IN PROCESS PULLING TEMPORARY PLUGS, AS NECESSARY TO DISCHARGE FLOW TO AN ACTIVE OCSD SEWER. IMMEDIATELY RESTORE BYPASS SYSTEM AND ANY IMPACTED IMPROVEMENTS AND THEN COMPLETE THIS PROJECT. 10 4¢ SAN I •~,,,.._ CONTRACT 5-61 CONTRACT NO. :T~~~ ! " ,:~r ORANGE COUNTY I--~~ I ~~7 SANITATION DISTRICT I I BAYSIDE DRIVE IMPROVEMENT PROJECT TEMPORARY BY-PASS PUMP DETAILS I I 5-61 DRAWING NO. C-5002 12 OF 14 I-- I-- I-- - "' 0 0 en I u I -'° I en / if) Ol C "' 0 L 0 cJ L 0 0 ru 0:: / °' "' cJ / cJ cJ 0 0 " (D (JJ cn / 0 ~ 0 A - B - C - D 0 - C °' Cl) (l) 0 I '° / _c Q_ L ~ Cl) :s E u -I (D '° 'T '° ru (I) if) 0 Cl) <( - L CJ "' CJ U) w 0 U) >-<( m F -0 I r--- '° (JJ en / 0 U) u 0 / 2 g'Q_ "Lo, Ql N <l) • -~ -;j-O' co w-. 0 -N ;::'---..._ /01 .. ---..._ Q_ OJ .. w (') f--s <( 00 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 I CARBON STEEL LIFT LOOP FOR BLIND FLG. ~ .... 1 ======:::;:::==========l'' ~---------r I I 36"111 FLANGE & BLIND MIN. 25 PSI RA TING BOLT CIRCLE = 42 3/4" HOLE 16 = 1 5/8" # HOLES = 32 FLANGE OD = 46" MIN. MAINLINE TEMPORARY BY-PASS 4" HOPE LATERAL BY-PASS DISCHARGE LINE (TYP) ~EX. CURB ...J T • 0 I N 24"111 , I ' ; A - 21" l<TYP) I --4 - _J__ I t -- USE FLANGE GASKET TO SEAL (TYP.) USE TYPE 316 SS BOLTS W/ ANTI-SEIZE COMPOUND FOR FLANGE PLAIN END W/ CHAMFER (TYP.) ---+-24 "Ill MH # L STATUS 0. 75" FRP 36"111 MH BAY0187-0000 8' EXIST MH BAY0188-0000 6' EXIST MH BAY0189-0000 5' EXIST MH BAY0377-0000 8' EXIST BOTTOM (ATTACHED) EXISTING HOBAS MH PROFILE I I \ ---I -~ \ J I SECTION A-A NOTES: 21" I (TYP)-j * MH BAY0189A-0000 5' NEW * NEW PRESSURE MH PER SPEC BY HOBAS, AMERON OR APPROVED EQUAL 1. MATERIAL DESCRIPTION: 2. CELL CLASS: CENTRIFUGAL CAST FIBERGLASS REINFORCED POLYMER MORTAR TYPE 1, LINER 2, GRADE 3 PER ASTM D3262 3. DIAMETER: 4. OUTSIDE DIAMETER: 5. INSIDE DIAMETER: 6. PIPE STIFFNESS: 36" BARREL X 24" TEE OUTLETS (NOMINAL) 38.3" {36") & 25.8" (24") 36.7" & 24.6" NOMINAL RESPECTIVELY 46 PSI MIN. 7. PIPE WALL THICKNESS: 0. 72" (36") & 0.50" (24") 8. TYPE OF JOINT: EXTERIOR FRPM CLOSURE COUPLINGS EXISTING HOBAS CCFRPM DETAILS ffi NOT TO SCALE C1002,C1003 '-..;_/ FOR REFERENCE ONLY RECORD DRAWING THIS DRAWING REFLECTS CHANGES FROM THE ORIGINAL CONTRACT DRAWING THAT WERE MADE DURING CONSTRUCTION AND HAVE BEEN PREPARED FROM INFORMATION PROVIDED TO THE ENGINEER BY THE CONSTRUCTION CONTRACTOR(S)/OWNER(S). THE ENGINEER DOES NOT WARRANT THIS DRAWING TO BE COMPLETE AND ACCURATE IN ALL RESPECTS. DESIGNED BY·.....cSc.c.... -'-'JE"-P-'-'SE"-N _____ _ NOTES: -..... L -------- '\:'EX. CURB IJl, ~ 4" HOPE LATERAL BY-PASS SUCTION LINE (TYP) SEE NOTE 3 _ __.- I , f ----, = )( LJl-1 J "==;;7'=~/§)RNFLATABLE EX. 24" SEWER ,§) PLUG TO BE RELINED EXISTING CITY OF NEWPORT BEACH MH t ~---8" CITY OF NEWPORT BEACH SEWER ---/h PLAN 1. A LATERAL BY-PASS PUMP SYSTEM SHALL BE PROVIDED ON LATERAL UPSTREAM OF MH BAY0185-0000 PER LAYOUT THIS DRAWING, SPECS AND TEMPORARY BY-PASS PUMP SCHEDULE AND NOTES ON DRAWING C-5002. 2. PROTECT PUMPS WITH K-RAIL DURING WORK IF PUMPS ARE LOCATED WEST OF CURB. 3. THE LATERAL BY-PASS SUCTION AND DISCHARGE PIPING AT MH BAY0185-0000 SHALL BE MINIMUM 4" HDPE PIPING. CORE CITY OF NEWPORT BEACH MH FOR INSTALLATION OF TWO 4" HDPE SUCTION PIPES WITH 6" CLEARANCE BELOW MH FRAME. INSTALL TO PUMP SUCTION IN A MINIMUM 12" DEEP BY 12" WIDE SHALLOW TRENCH. THE TRENCH SHALL BE COVERED WITH MIN 1" THICK STEEL PLATES RECESSED INTO THE PAVEMENT AND OVERLAPPING BEYOND THE TRENCH BY AT LEAST 2' ON ALL SIDES, EXCEPT CURB AND GUTTER. 4. REPAIR CONCRETE AND LINING OF CITY OF NEWPORT BEACH MH AFTER REMOVAL OF BY-PASS. 5. REPAIR STREET PER REQUIREMENTS OF CITY OF NEWPORT BEACH. MH BAY0185-0000 LATERAL BY-PASS DETAIL SCALE: 1" = 1 0' C1001 - CONTRACT 5-61 DRAWN BY: DUDEK CADD CHECKED BY: S. DEERING DUDEK ~~ ORANGE COUNTY BAYSIDE DRIVE IMPROVEMENT PROJECT /2\ RECORD DRAWING 5/26/10 SL□ MARK DESCRIPTION DATE APPR. I j • LINE IS 2 INCHES • j AT FULL SIZE (IF NOT 2" -SCALE ACCORDINGLY) I I 605 Third Street Encinitas, CA 92024 760.942.5147 Fax 760.632.0164 I -~<'S........f \ '\;:;7 SANITATION DISTRICT '<0!.71£ u= I I DETAILS I I 10 >-- >-- CONTRACT NO. 5-61 DRAWING NO. C-5003 13 OF 14 sj- 0 0 en I u I ~ '° I en / if) "' C "' 0 L 0 cJ L 0 0 ru A B C '.? D °' "' cJ / cJ cJ 0 0 " (D (JJ cn / 0 ~ 0 0 C °' Cl) (l) 0 I '° / _c Q_ L ~ Cl) :s E u ~ I (D '° sj- '° ru (I) if) 0 Cl) <( .. w (') f-s <( 00 1 2 B 12MM THICK CIPP LINER 12MM THICK TOP HAT STYLE END SEAL TO PRESSURE MH CONCENTRIC FLAT TOP ------.... PRECAST CONCRETE MH VAULT COVER (SEE NOTE 3) 7'-2" I EXIST 24"!6 \ ,,,----------1 #--r=;r.cci t\ - \ I S-T --------~~-~~ CD 3 CONTRACTOR TO FIELD VERIFY EXACT LOCATION 12" DR 11 HDPE IPS -----CONNECT 12" PIPE TO 12" INSERTA TEE BY INSERTA FITTINGS CO., LERON PLASTICS, OR EQUAL SEE NOTE 8 ----------.... \ J I \ \ I ----------24" WIDE COUPLING (TYP) 4 5 6 7 MH VAULT COVER WITH 2 CONCENTRIC (SEE PLAN AND PROFILE RESTORE EXIST PAVEMENT 8 9 EXIST PAVING EL VARIES (SEE PLAN AND PROFILE DRAWINGS) EXIST DIP & MH 10 MH VAULT COVER EXIST PAVING EL VARIES STA, TEE, & MH 7 COVERS (48"!6 AND 24"!6) -SEE NOTE 2 DRAWINGS) 77:77:::r;7,:7777z~zrE:::~~~~E::[]~~27::;::::77,:77177?::rJPAVEMENT THICKNESS VARIES I / L VARIES •• 9" MIN C::: USE MASTIC TO_=SE=:_A.i=L:__(~TYP_:_··~):___:__J__J_ _ _E:;====:~~==:;=3 a:: BTM OF FLG ==='~='.=-~~~~_=-,~~-~ ~ PRECAST MH 6" MIN 9 LL.I LL ( ~-~-<t_EXIST~24"!61.> DIP I '\ \ I i4 • ·6 . \ J ,.-<. I \ \ I 6" SEE NOTE 6 ----BACKFILL WITH 2-SACK #5 @ 12 OC -~~-,. EACH WAY " rj k..,·. &'.l~---1--"--"-~+---"_;_rj ..L__:"~ri------------PRE CAST M H • .. / ""' •• / I ' • ·.•······ .. ( t J.. .) :.r ·.•. ·. . ··. ~ .,, ••• :,.-.. • •. -·· ', . •,. :-. ·. ·•,,. ···,·. . I · .• VAULT COVER ,.__-PRECAST MH VAULT (SEE NOTE 1) 24" WIDE HOBAS ---- COUPLING (TYP), i I 11 i' I 'I I 11' I • • II I i i iltl II I I i I I : I 'k. ·=·· ::l..-24 "x2:~::: ::AL HOB AS TEE I i; 1111 I j I 11111 ; ; I 1 ·-11;11 lffilll; I ; 1111111111 11 11: ; 11 I 1: ...._____ 72"!6 PRECAST MH VAULT (SEE NOTE 1) OR EQUAL PER MANUFACTURER WITH FLANGED CAP AND LIFT RING (TYP), OR EQUAL EXIST 24"!6 DIP SEE NOTE 9 ~-BACKFILL WITH 2-SACK SLURRY (TYP) Ct_ STA, TEE, & MH i--3'-7"--i LIMIT OF EXCAVATION UNDISTURBED SOIL -----7'-2"-------FILL WITH CONCRETE -SHAPE PLAN M H BAY 0 189A-0000 DETAIL 1 SCALE: 1/2"=1'-0" C1003 MANHOLE VAULT NOTES: 1. FOR PRECAST MANHOLE VAULT, USE SOUTHWEST CONCRETE PRODUCTS 72"!61Dx7" SEWER MANHOLE (DESIGNED FOR H20 LOADING), OR APPROVED EQUAL. 2. FOR MANHOLE VAULT COVER, USE ALHAMBRA FOUNDRY CO. CAST IRON LARGE STREET TYPE FRAME AND IRON COVER (MODEL NO. A-1516, MODEL SBF 1348 BY SOUTH BAY FOUNDRY, OR APPROVED EQUAL). 3. FOR PRECAST MANHOLE VAULT COVER, USE SOUTHWEST CONCRETE PRODUCTS 72"x12"x48" CONCENTRIC OPENING FLAT TOP COVER (DESIGNED FOR H20 LOADING), OR APPROVED EQUAL. 4. INSTALL PRECAST CONCRETE MANHOLE VAULT AND COVER PER MANUFACTURER'S REQUIREMENTS. 5. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO FABRICATION AND CONSTRUCTION. 6. USE BOND BREAKER WITH BACKER ROD AND CAULK. 7. USE 316 SS BOLTS WITH ANTI-SIEZE COMPOUND FOR FLANGE. 8. CONTRACTOR SHALL INSTALL 12" INSERTA TEE AT MH BAY0189A-OOOO PER DWG C-1005. 9. ALL REMOVED PIECES OF EXISTING 24" DIP SHALL BE DELIVERED TO OCSD PLANT 2 FOR DISPOSAL. RECORD DRAWING t STREET ZONE 2'-6" t t TRENCH ZONE i f PIPE ZONE MAX. O.D. + 20" MIN. O.D.+ 12 0.4 OD -,..___ NATIVE OR EXCAVATED 1 1/2" MAX FOR 1ST 6" ,..___AS PER STANDARD SPECIFICATIONS SECTION 300-4 IMPORTED SAND 12"(300mm) MIN ~ EXCAVATION IN THIS ZONE WILL BE COMPACTED TO 95% MAXIMUM DRY DENSITY 1 6"(150mm) MIN -~ SHAPE PIPE SUBGRADE TO FIT PIPE BELLS NATIVE SOIL: PIPE TRENCH NOTES FOR NATIVE SOIL: 1. MATERIAL SPECIFICATIONS ARE IN SECTION 02200 OF THE PROJECT SPECIFICATIONS. 2. HAND SHAPE BEDDING FOR PIPE CURVATURE. INVERT TO SUIT FLOW CHANNEL. SECTION A SCALE: 1/2"=1'-0" CONCRETE TRENCH RESTORA TITASPHAL T TRENCH CONTACT JOINT RESTORATION EXIST AC PAVEMENT TO BE SAWCUT DOWEL EXISTING I PIPE ZONE 6"MIN. + 20" + 12 0.4 OD --EXIST AGGREGATE BASE AND/OR AGGREGATE SUB BASE TWO SACK CEMENT SAND SLURRY MIX IMPORTED SAND 12"(300mm) MIN ~ EXCAVATION IN THIS ZONE WILL BE COMPACTED TO 95% MAXIMUM DRY DENSITY SHAPE PIPE SUBGRADE TO FIT PIPE BELLS PAVED AREA: THIS DRAWING REFLECTS CHANGES FROM THE ORIGINAL CONTRACT DRAWING THAT WERE MADE DURING CONSTRUCTION AND HAVE BEEN PREPARED FROM INFORMATION PROVIDED TO THE ENGINEER BY THE CONSTRUCTION CONTRACTOR(S)/OWNER(S). THE ENGINEER DOES NOT WARRANT THIS DRAWING TO BE COMPLETE AND ACCURATE IN ALL RESPECTS. PIPE TRENCH FOR PVC PIPE DETAIL 2 NO SCALE VAR MARK DESCRIPTION DATE APPR. (IF NOT 2" -SCALE ACCORDINGLY) UNDISTURBED SOIL SECTION B SCALE: 1/2"=1'-0" PIPE TRENCH NOTES FOR PAVED AREA: 1. TRENCHES WILL BE BACKFILLED WITH A TWO SACK CEMENT AND SAND SLURRY MIX. 2. TRENCH RESTORATION IN ASPHALT CONCRETE SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-1.5 EXCEPT THAT: A. ASPHALT CONCRETE SHALL BE PLACED IN LIFTS NOT EXCEEDING 4" THICK. B. ASPHALT SHALL BE REPLACED A MINIMUM OF 1' THICKER THAN EXISTING. C. APPLY A NEW TACK COAT TO SEAL THE CONT ACT JOINT. D. TRENCHES SHALL BE SAWCUT AN ADDITIONAL 18" ON EACH SIDE OF TRENCH AND OLD ASPHALT SHALL BE REMOVED AND DISPOSED OF. ANY JAGGED OR ROUGH EDGES WILL BE SAWCUT. ENGINEER WILL DETERMINE ANY ADDITIONAL SAW CUTTING. E. ASPHALT PIECES LESS THAT 5' WIDE BETWEEN PATCH, NEAREST JOINT OR CURB AND GUTTER WILL BE REMOVED AND REPLACED. 3. TRENCH RESURFACING IN CONCRETE PAVEMENT SHALL BE PER STANDARD SPECIFICATION SECTION 306-1.5 EXCEPT THAT: A. NEW CONCRETE SHALL BE A 8" MINIMUM THICK CLASS 560-C-3250. B. REPAIR SHALL BE A MINIMUM 5' IN LENGTH AND WIDTH. C. N0.5 STEEL DOWELS PLACED 18" O.C. SHALL BE EPOXYED TO EXISTING ASPHAL TIC CONCRETE. THE DOWELS SHALL ALSO BE EPOXY COATED. 4. PAVEMENT RESTORATION OF STREETS/ALLEYS RECENTLY (LAST 3 YEARS) SLURRIED/RESURFACED/BUILT SHALL BE ACCEPTED BY OCSD AND THE CITY OF NEWPORT BEACH. 5. BASE MATERIAL UNDER AC WILL BE WAIVED UNDER PROVISIONS LISTED ABOVE IN NOTE 2. CARE WILL BE TAKEN TO PREVENT SLURRY MIX FROM INTERFERING WITH TACK COAT APPLICATION. 6. REQUIREMENTS AS STATED ABOVE WILL BE IN ADDITION TO THE STANDARD PLATES COVERING TRENCHES. NO CHANGES WILL BE ALLOWED WITHOUT THE ACCEPTED OF OCSD AND THE CITY OF NEWPORT BEACH. 7. STRIPING AND STREET DEFLECTORS SHALL BE REPLACED IN KIND. 8. EXISTING AC PAVING THICKNESS IS 6". MH BAY0189A-0000 DETAILS C-5004 14 OF 14