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Home My WebLink AboutW_5312_SCITY OF COSTA MESA VltTOOm l'llll ST, I ST. Ii! I / CITY OF IRVINE U.c.L Rt}, .--- ---, -IJIDICATES 1REASJ1(Hfl( ON IJXJAT/OII IJN> VICINITY MAP NOT TO SCALE / . . � � ! I , w 1 .--J--_,......�0-PROJECT LOCATION ' i \ NEmWL ST \ OF N BEACH I Ull � .. I CITY Of � NE.WPORT 81:ACH � GENEl'lAL % SERI/ICES YARD -+---' i f§ LOCATION MAP NOT TO SCALE W 15TH CllY BEACH liOAG MEMORIAL HOSPITAL OAS RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in �art, byothers. While this infomiation is believed lo be reliable, City of Newport Beach 1s not Responsible for its accuracy, nor for errors or omissions which may have been mcorporatedinto these plat)s as a result. EMERGENCY TELEPHONE NUMBERS AGENCY SOUlHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC lEI.EPHONE COMPANY TELEPHONE 1-800-624-81531-800-611-1911611 I CALL TOLL FREE ! 1-800-422-4133 i_ BEFORE YOU DIG CITY OF NEWPORT BEACH (UllUllES DEPT.) COUNTY SANITATION DISTRICTS COMCAST CABLE UNDERGROUND SERVICE ALERT 949-644-3011714-962-2411714-542-62221-800-422-4133 CUFF ----"'"" -·-- -- -------- PUBLIC WORKS DEPARTMENT INDUSTRIAL WAY 36-INCH W.ATER MAIN REPLACEMENT APPROVED: APPROVED: RECOllMEND Af'PROVAL ACTING�NrifiiFR R.C.E. N0.19111 DATE: DATE: 1llwi!t!,fm7 FINAL SUBMITTAL REC!JlillEND APPROVAL RECOMMEND Al'l'ROVAL. --------1 GENERAL SER\IICES DIRECTOR AC'TING unu11e:s DJRECTOR AC'IING 1RAmC NEER DATE , n R.C.E. NO. 41f!f2! DATE :/19/ITT Sf 0AiE BY ANAL SIJBMlTTAL DESCRIPTION RE\IISIONS ------. --··-- SHEET 1NDEX SHEET 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 DESCRIPJION llll.E SHEET GENERAL N01ES, LEGEND, AND ABBREVIATIONS CONSlRUCllON NOTES KEY MAP DEMOUllON PLAN REAQ-1 A -36• WAlERUNE PLAN & PROFILE (STA 10+00 TO STA 15+50) REACH A -36" WAlERUNE PLAN & PROFILE (STA 15+50 TO STA 21+34.38) REACH B -a• WATERUNE PLAN (STA 10+00 TO STA 16+63.30) REACff c.-8� WA1ERUNE.PLAN (STA 1+00 TO-STA 2+12.24) REACH D -a• WAlERUNE PLAN (STA 1+00 TO STA 2+02.26) CONNECTION DETAILS DETAILS - 1 DETAILS - 2 CAlHODIC PROTECTION DETAILS REACH C WATER lNE -SUPERIOR AVf.. S/0 INDUSTRIAi. WAY -TRAFFIC CONlROL 161H ST./lNDUSTRIAL WAY O SUPERIOR AV£, TRAFFIC CLOSURE/DETOUR PLAN. 16iH ST. BETWEEN POMONA AVE.' & SUPERIOR AVE. -TRAFFICCONTROL ••• INDUSTRIAL WAY, SUPERIOR AVE. lO NEWPORT BLW.;-TRAFflC. CONTROL NEWPORT BLVD O INDUSTRIAL WAY -TRAFFIC CONTROL OLD NawoRT •BLW., ORANGE AVE. � 151H ST. -TRAFFIC CONTROL ,. • C-3728 PRO\m INDUSTRIAL WAY 36" WATER MAIN REPLACEMENT CIVIL EIIGINEER NO. 46214 DAlE 3-)o-e, TITLE SHEET Af'P'o. DESIGNED SY SMS CITY OF NEWPORT BEACH .• W-5312-SCHECKED .S>F DAil:: PUBLIC WORKS DEPARTMENT SHEET 1 OF 19 I I 1-z w :i w (.) D.. w a: I ,x w � � :c 0 z I 1 I 2 I 3 I SYMBOL LEGEND CITY OF COSTA MESA PERMIT CONDITIONS PENDING + POWER POLE ~ MANHOLE 'tf' FIRE HYDRANT D METER BOX ----0-VALVE POWER POLE ANCHOR 0 TREE ~ BUSH LINE 1··. · •. · • · · · · ··1 :.·.·•.: .. ::.: CONCRETE PAVEMENT BUILDING PROPERTY LINE CENTERLINE -S--SEWER LINE -W--WATER LINE --G-GAS LINE --~[--POWER LINE -TEL-TELEPHONE LINE -TV--CABLEVISION LINE -SF>-P--SPRINKLER SYSTEM :0: STREET LIGHT '.&V.IJ. '.&V.1/. FINISH GRADE -----EDGE OF PAVEMENT 1. ALL WORK, DEVICES AND MATERIALS SHALL COMPLY WITH THE CALTRANS MANUAL OF TRAFFIC CONTROLS IN CONSTRUCTION AND MAINTENANCE ZONES AND WITH THE WORK AREA TRAFFIC CONTROL HANDBOOK. (lATEST EDITTON) 2. ALL TRAFFIC DETOURS SHALL BE APPROVED BY THE CITY TRANSPORTATION SERVICES DMSION. THE CONTRACTOR SHALL OBTAIN A PERMIT FROM THE PUBLIC SERVICES DEPARTMENT PRIOR TO PERFORMING ANY WORK. 3. ANY WORK WITHIN THE CALTRANS RIGHTS-OF-WAY MUST BE APPROVED AND COORDINATED BY CALTRANS. 4. ALL TRAFFIC LOOPS DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED WITHIN 2 WORKING DAYS OF FINAL PAVING OPERATIONS. 5. THE CONTRACTOR SHALL MAINTAIN THE FOLLOWING VEHICULAR TRAVR LANES. THE MINIMUM LANE WIDTH SHALL BE 10'. IF ADJACENT TO A CURBED GlJTTER, THE MINIMUM LANE WIDTH SHALL BE 12'. 6. NO "CROSSOVER" TRAFFIC PATTERNS, REQUIRING TRAFFIC TO DRIVE ON THE LEFT SIDE OF ANY MEDIAN, WILL BE PERMITTED UNLESS SPECIFICALLY APPROVED BY THE TRAFFIC ENGINEER. 7. THE CONTRACTOR SHALL MAINTAIN ON A 24-HOUR BASIS ALL SIGNS, DELINEATORS, BARRICADES, ETC., TO INSURE PROPER FLOW AND SAFETY OF TRAFlFIC. THE CONTRACTOR SHALL HAVE ALL TRAFFIC CONTROLS, PROPERLY INSTALLED PRIOR TO THE BEGINNING OF WORK AND SHALL NOT SWITCH TRAFFIC CONTROL TO SUBSEQUENT PHASES OF WORK DURING WORKING HOURS. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ADDITTONAL DEVICES NECESSARY TO ASSURE SAFETY TO THE PUBLIC AT ALL TIMES DURING CONSTRUCTION. 9. THE PROVISIONS OF THIS PLAN SHALL APPLY UNTIL ALL PHASES OF THE WORK WITHIN PUBLIC RIGHT-OF-WAY ARE COMPLETED. CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN A MANNER AS 10. TO CAUSE AS LITTLE INCONVENIENCE AS POSSIBLE TO ABUTTING PROPERTY OWNERS. 11. THE CONTRACTOR SHALL PROVIDE FOR ACCESS TO ALL ADJACENT PROPERTIES AT ALL TIMES, UNLESS APPROVED OTHERWISE BY THE ENGINEER. 12. THE CONTRACTOR SHALL PROVIDE SAFE PEDESTRIAN ACCESS AT ALL TIMES. 13. TEMPORARY FENCING SHALL BE PLACED AROUND OPEN TRENCHES IN THE PUBLIC RIGHT-OF-WAY DURING NON CONSTRUCTION HOURS. 14. POST "TEMPORARY NO PARKING TOW AWAY" SIGNS DEFINING THE TIME AND DATE OF THE RESTRICTION 24 HOURS PRIOR TO WORK EXCEPT AS FOLLOWS: 36 HOURS PRIOR TO WORK SCHEDULED FOR A MONDAY OR THE DAY AFTER A HOLIDAY AND 48 HOURS PRIOR TO WORK SCHEDULED FOR A WEEKEND OR A HOLIDAY. 15. NOTIFY BUSINESSES ADJACENT TO THE WORK AREA 7 DAYS PRIOR TO THE START OF WORK. 16. THE CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY RES! DENTS AND BUSINESSES, IN WRITTNG, 7 DAYS IN ADVANCE OF ANY WORK THAT INVOLVES LIMITED ACCESS. THE CONTRACTOR SHALL PROVIDE WRITTEN VERIFICATION TO THE ENGINEER THAT THIS HAS BEEN ACCOMPLISHED. 17. NOTIFY "COSTA MESA DISPOSAL INC." OF ANY LIMITATION TO ACCESS FOR TRASH PICK-UP (714-646-4617). 18. COORDINATE Wmi THE ORANGE COUNTY TRANSPORTATION AUTHORITY TO ENSURE SAFE OPERATION OF BUSES AND ACCESS TO BUS STOPS IN THE CONSTRUCTION AREA. 19. ALL SIGNS SHALL BE REFLECTORIZED AND STANDARD IN SIZE. WHERE TRAFFIC CONTROL SIGNING CONFLICTS WITH EXISTING SIGNING. THE CONTRACTOR SHALL COVER EXISTING SIGNS IN A MANNER APPROVED BY THE ENGINEER. CITY OF COSTA MESA WORK HOURS CONSTRUCTION WITHIN CITY OF COSTA MESA RIGHTS-OF-WAY SHALL BE ALLOWED DURING THE FOLLOWING TIME PERIODS: DAY WORK NIGHT WORK NIGHT WORK AFFECTING INTERSECTIONS ON SUPERIOR 8:30 AM TO 3:30 PM 8:00 PM TO 5:00 AM 10:00 PM TO 5:00 AM EMERGENCY TELEPHONE NUMBERS AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (UTILITIES DEPT.) COUNTY SANITATION DISTRICTS OF ORANGE COUNTY COMCAST CABLEVISION UNDERGROUND SERVICE ALERT COSTA MESA SANITARY DISTRICT CITY OF COSTA MESA MESA CONSOLIDATED WATER DISTRICT (ENG DEPT) ATTN: JOHN CARLSON Underground Service Alert •• •:,1 • Coll: TOLL FREE • 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG DAYTIME 634-3028 835-5200 259-4458 644-3011 962-2411 542-6222 1-800-422-4133 754-5043 754-5043 631-1291 NIGHTTIME 634-3129 800-325-0477 611 644-3717 962-2411 542-6222 754-5043 754-5043 631-1200 20. TYPE I OR II BARRICADES MAY BE USED IN ADDITTON TO DELINEATORS AT THE DISCRETION OF THE CONTRACTOR, WHEN THEY ARE INTENDED TO PROVIDE ADDITTONAL EMPHASIS IN AREAS WHERE WORKERS ARE PRESENT. 21. THE CONTRACTOR SHALL UTILIZE FLAG MEN DURING WORK HOURS PS DEEMED NECESSARY BY THE CITY. 22. WHERE LIGHTS ARE USED TO DELINEATE THE TRAVR WAY THROUGH THE WORK AREA. THEY SHALL BE TYPE "C" STEADY BURN LAMPS. 23. FLASHING YELLOW BEACONS, TYPE "B" SHALL BE USED ON ALL C18 SIGNS AND TYPE Ill BARRICADES GUARDING THE WORK AREA FOR OVERNIGHT WORK. THE FLASHERS SHALL NOT BE USED TO CHANNELIZE, SEPARATE OR DELINEATE THE PATH THAT TRAFFIC IS TO FOLLOW. 24. ALL CONFLICTING STRIPES, PAVEMENT MARKINGS ANO LEGENDS SHALL BE COMPLETELY REMOVED BY ABBRAISIVE BLAST CLEANING OR OTHER METHOD APPROVED BY THE ENGINEER Wmi IMMEDIATE CLEANUP OF RESIDUE. 25. FOR DELINEATION OF NEW REQUIRED VEHICLE PATHS, USE PRESSURE SENSmVE TRAFFIC MARKING TAPE AND/OR TYPICAL STRIPING PAINT AND/OR RAISED PAVEMENT MARKERS TO SUPPLEMENT THE CHANNELIZING DEVICES. 26. TRAFFIC MARKINGS INSTALLED DUE TO DETOUR REQUIREMENT SHALL BE REMOVED BY WET SANDBLASTING IMMEDIATELY AFTER COMPLETION OF WORK. 27. PROVIDE TEMPORARY RESTRIPING AT THE CONCLUSION OF EACH WORKING DAY FOR ANY CENTER LINE OR LANE LINE WHICH IS OBLITERATED BY CONSTRUCTION. 28. STRIPING AND MARKINGS SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD PLANS AND SPECIFICATIONS AND TO THE CITY OF COSTA MESA STANDARDS, AND SHALL CONFORM TO CITY OF COSTA MESA STENCILS. 29. ALL STRIPING AND PAVEMENT MARKINGS DAMAGED BY CONSTRUCTION SHALL BE REPLACED WITH IDENTICAL PAINTED STRIPING WITH 2 COATS OF PAINT; THE SECOND COAT APPLIED 7 DAYS AFTER THE FIRST COAT. 30. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MODIFYING TRAFFIC SIGNALS AS RillUIRED TO PROVIDE FOR SAFE AND EFFICIENT MOVEMENT OF TRAFFIC; INCLUDING PHASE CHANGES, COVERING OF VEHICLE HEADS, OR OTHER HARDWARE MODIFICATIONS. THE CONTRACTOR SHALL COORDINATE WITH THE CITY OF COSTA MESA, TRANSPORTATION SERVICES AT (714) 754-5334, 2 WORKING DAYS PRIOR TO WORK AFFECTING SIGNAL OPERATION DR EQUIPMENT. 31. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION ANO PROTECTION OF SIGNAL ANO INTIERCONNECT CONDUITS, WHERE DAMAGE IS CAUSED BY THE CONTRACTORS OPERATION. THE CONTRACTOR SHALL IMMEDIATELY REPLACE THE DAMAGED CITY FACILITY AT NO COST TO THE CITY OF COSTA MESA. 32. TRAFFIC SIGNAL SHUT DOWNS GREATER THAN 15 MINUTES SHALL REQUIRE THE PRESENCE OF TWO UNIFORM POLICE OFFICERS TO DIRECT TRAFFIC. ALL RELATED EXPENSES AND WAGES OF THE POLICE OFFICERS SHALL BE BORNE BY THE CONTRACTOR. 33. THE CONTRACTOR SHALL PROVIDE THE ENGINEER 72 HOURS ADVANCE NOTICE PRIOR TO ANY TRAFlFIC SIGNAL SHUT DOWN, AND SCHEDULE OF POLICE TRAFFIC CONTROL 34. ANY DEVIATION FROM THESE PLANS REQUIRES AN APPROVAL BY THE ENGINEER 48 HOURS PRIOR TO WORK. 35. THE CONTRACTOR SHALL PLACE ADVANCED CONSTRUCTION NOTIFICATION SIGNING INDICATING THE UTILITY COMPANY OR CONTRACTOR PERFORMING THE WORK. 36. A FLASHING ARROW BOARD SHALL BE USED FOR EACH LANE CLOSED. RECORD DRAWINGS PREPARED ACCORDING TO CONSTRUCTION RECORDS PROVIDED TO HOR BY OTHERS. THE INFORMATION ON THIS "RECORD DRAWING" IS BASED UPON FIELD MARKUPS PERFORMED BY OTHERS. THE ACCURACY OF THE INFORMATION PRESENTED HAS NOT BEEN VERIFTEO ANO MAY BE DIFFERENT FROM THE ORIGINAL DESIGN CONFIGURATION OR ACTUAL FIELD CONDmONS. 4 I 5 CITY OF COSTA MESA GENERAL NOTES SHALL APPLY TO ALL WORK WITHIN CITY OF COSTA MESA LIMITS 1. ALL WORK AND MATERIALS WITHIN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CllY OF COSTA MESA STANDARD DRAWINGS. THE CONDmONS OF APPROVAL AS APPROVED ON 200~ AND SHALL MEET THE APPROVAL OF THE CITY ENGINEER. 2. ALL WORK SHALL BE PERFORMED AND ALL MATERIALS SHALL BE IN ACCORDANCE Wmi CITY OF COSTA MESA STANDARD DRAWINGS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (GREEN BOOK) CURRENT EDITTON. 3. CONTRACTOR SHALL FURNISH AND INSTALL ALL SIGNS, LIGHTS, BARRICADES, FLASHING ARROW BOARD AND ANY OTHER TRAFFIC CONTROL OR WARNING DEVICES, INCLUDING FLAGMEN, AS MAY BE REQUIRED BY THE CITY ENGINEER. ALL ITEMS MENTIONED SHALL BE IN CONFORMANCE Wmi THE CURRENT REQUIREMENTS AS SPECIFIED IN THE LATEST EDITTDN OF THE "CONSTRUCTION SAFETY ORDERS," AND WAT.C.H. FAILURE TO DO SO WILL BE CITED UNDER APPLICABLE SECTION OF THE C.V.C. AND CORRECTIVE COSTS TO THE CITY WILL BE CHARGED. 4. LANE CLOSURES: ARTERIALS -NO LANE CLOSURES ALLOWED DURING HOLIDAY PERIOD STARTING THE WEEK OF THANKSGMNG THROUGH THE WEEK OF NEW YEARS UNLESS BY SPECIAL PERMISSION FROM THE PUBLIC SERVICES DIRECTOR. LOCALS -NO LANE CLOSURES ALLOWED DURING WEEKS OF THANKSGMNG, CHRISTMAS, OR NEW YEARS UNLESS BY SPECIAL PERMISSION FROM THE PUBLIC SERVICES DIRECTOR. 5. CONTRACTOR SHALL OBTAIN A PUBLIC SERVICES DEPARTMENT CONSTRUCTION ACCESS AND ENCROACHMENT PERMlTS PRIOR TO THE START OF ANY ON-SITE CONSTRUCTION OR WITHIN PUBLIC RIGHT-OF-WAY AND REQUEST INSPECTION 24 HOURS IN ADVANCE OF PERFORMING ANY WORK. TELEPHONE (714) 754-5025. THE CONTRACTOR SHALL MAINTAIN A COPY OF PERMITS ANO SIGNED PLANS ON THE JOB SITE. 6. PERMITS WILL BE REQUIRED FROM MESA CONSOLIDATED WATER DISTRICT, IRVINE RANCH WATER DISTRICT, ORANGE COUNTY WATER DISTRICT, ORANGE COUNTY SANITATION DISTRICT, OR COSTA MESA SANITARY DISTRICT FOR CONSTRUCTION OR MODIFICATION TO THEIR FACILITIES. THE CONTRACTOR SHALL NOTIFY EACH 48 HOURS PRIOR TO BEGINNING CONSTRUCTION. CONSTRUCTION WITHIN CALTRANS RIGHT-OF-WAY, WILL REQUIRE PERMITS AND PLAN APPROVAL FROM CALTRANS AS WELL AS THE CITY OF COSTA MESA. LOCATE AND PROTECT ALL EXISTING UTIUTlES IN PLACE. 7. PLANS APPROVED BY SOUTHERN CALIFORNIA EDISON, PACIFIC BELL. OR SOUTHERN CALIFORNIA GAS COMPANY IS REQUIRED PRIOR TO ISSUANCE OF ENCROACHMENT PERMITS RELATED TO THEIR FAC!UTIES. 8. THE CONTRACTOR SHALL PAY FOR ALL SOIL AND MATERIALS TESTS DEEMED NECESSARY AS DETERMINED BY THE CITY ENGINEER. 9. PAVEMENT ANO BASE THICKNESS AS SHOWN ARE BASED ON A PRELIMINARY "R" VALUE. DURING CONSTRUCTION A SOILS TEST MAY BE REQUESTED BY THE CllY TO DETERMINE THE ACTUAL "R" VALUE AND THE THICKNESS WILL BE ADJUSTED ACCORDINGLY. TESTS SHALL BE MADE BY A LICENSED SOILS ENGINEER AND APPROVED BY THE CITY ENGINEER. 10. ALL EXISTING DRAINAGE COURSES ON THE PROJECT MUST CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITTONS, AND APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING PROJECT. IN ALL CASES, THE CONTRACTOR AND/OR DEVROPER SHALL BE HELD LIABLE FOR ANY DAMAGES DUE TO OBSTRUCTION OF NATURAL DRAINAGE PATTERNS. IF THE FOREGOING CANNOT BE COMPLIED WITH, A FULLY EXECUTED, NOTARIZED, AND RECORDED AGREEMENT BETWEEN THE AFFECTED PARTIES WILL BE REQUIRED. ALL HAUL ROUTES MUST BE APPROVIED BY THE MANAGER OF TRANSPORTATION SERVICES. 11. THE PROJECT SITE SHALL BE MAINTAINED IN A "WET-DOWN" CONDITTON TO PREVIENT EXCESSIVE DUST. SPILLAGE AND DUST SHALL BE REMOVED FROM THE PUBLIC RIGHT-OF-WAY BY SWEEPING OR SPRINKLING; HOWEVER, WATERING, THAT RESULTS IN MUD ON PUBLIC STREETS IS NOT PERMITTED AS A SUBSTITUTE FOR OTHER CLEANING METHODS. 12. ALL UTILITY TRENCH BACKFILL, MATERIAL, AND COMPACTION SHALL CONFORM TO CITY OF COSTA MESA STANDARD DRAWING NO. 813. [BORE UNDER EXISTING IMPROVEMENTS-TUNNELING IS NOT ALLOWED.] NO OPEN EXCAVATIONS WILL BE ALLOWED OVERNIGHT-BACKFILL DR PlATE. 13. ALL PCC AND AC TO BE JOINED SHALL BE SAWCUT IN A CLEAN, STRAIGHT LINE AS APPROVED BY THE CllY ENGINEER. 14. ALL OBSTRUCTIONS, WITHIN THE PUBLIC SIDEWALK SUCH AS POWER POLES, STREET LIGHTS, FIRE HYDRANTS, UTILITY PEDESTALS, MAILBOXES, AND STREET SIGNS SHALL HAVE MINIMUM OF 4' OF CLEAR SIDEWALK PLACED BEHIND THEM. 15. IF REQUESTED, "AS BUILT" DRAWINGS SHALL BE SUBMITTED TO THE CllY ENGINEERING DMSION UPON COMPLETION OF IMPROVEMENTS AS SHOWN ON THE APPROVED PLANS. 16. NO REMOVAL OF TREES FROM THE PUBLIC RIGHT-OF-WAY WILL BE PERMITTED WrTHOUT SPECIFIC APPROVAL FROM THE PARKS AND RECREATION COMMISSION AND COMPLIANCE WITH MITTGATION MEASURES AS DETERMINED BY THE COMMISSION TO RELOCATE THE TREES AND/OR TO COMPENSATE THE CITY FOR THE LOSS OF TREES FROM THE PUBLIC RIGHT -OF-WAY. CONDmONS OF THE PARKS AND RECREATION COMMISSION MUST BE INCORPORATED ONTO THESE PLANS PRIOR TO PLAN APPROVAL 17. PLANTING OF PARKWAY TREES AND INSTALLATION OF IRRIGATION LINES INSTALLED, INCLUDING RISERS, HEADS, VALVES, AND METERS AS DIRECTIED AND IN ACCORDANCE WITH THE REQUIREMENTS OF THE PUBLIC SERVICES DEPARTMENT. 18. ALL CONSTRUCTION STAKING SHALL BE DONE BY A LICENSED LAND SURVEYOR OR ENGINEER, CERTIFIED IN WRITTNG AS TO LINE AND GRADE PER APPROVED Pl.ANS, AND SUBMITTED TO THE CllY ENGINEER. 19. NO WORK SHALL BE DONE ON ADJACENT PROPERTIES OR ADJACENT OWNERS IMPROVEMENTS WITHOUT OBTAINING WRITTEN PERMISSION FROM THE OWNERS OF THE ADJACENT PROPERTIES, AND SUBMIT11NG A COPY THEREOF TO CllY ENGINEERING DMSION. BASIS OF BEARINGS: The bearings shown hereon are based on the bearing between OCS Horizontal Control Station GPS No. 6263 and Station GPS No. 6262 being N49'22'04"W per records on file in the office of the Orange County Surveyor. I 6 I 20. WORK, ONCE BEGUN, SHALL PROCEED TO COMPLETION IMMEDIATELY TO PROVIDE MINIMUM INCONVENIENCE TO ADJACENT PROPERTY OWNERS AND THE TRAVELING PUBLIC. 21. ALL STREET STATIONING REFERS TO THE CENTIER LINE OF THE STREET AND CURB DATA REFERS TO THE FACE OF CURB. 22. FOR ALL ASPHALT CONCRETE MATERIAL TO BE PLACED WITHIN THE PUBLIC RIGHT-OF WAY, PRIOR TO THE START OF THE PAVING OPERATION, PERMITTEE SHALL SUBMIT A MIX DESIGN TO THE CllY FOR APPROVAL THE PAVING OPERATION SHALL NOT START UNTIL THE MIX DESIGN HAD BEEN APPROVED BY THE CITY ENGINEER. 23. ALL UNDERGROUND WORK SHALL BE COMPLETE PRIOR TO ANY SURFACE WORK IN THE PUBLIC RIGHT-OF-WAY. 24. WHERE DRIVEWAY DEPRESSIONS ARE CONSTRUCTED, THE DRIVEWAY APPROACHES SHALL BE CONSTRUCTED TO PROPERTY LINE PER CITY OF COSTA MESA STANDARD PLANS. LOCATION, TYPE AND WIDTH ARE TD BE APPROVED BY THE CITY TRANSPORTATION SERVICE MANAGER. 25. CRUSH MISCELLANEOUS BASE MAY BE USED UNDER WALKS, CURBS, AND GUTTERS IN LIEU OF CRUSHED AGGREGATE BASE. 26. ANY LOT CORNER OR COUNTY OF ORANGE BENCH MARK, MONUMENT, OR TIE DESTROYED OR DISPLACED SHALL BE RESTORED TO ITS ORIGINAL PDSITTON BY A LICENSED ENGINEER OR SURVEYOR. ANY CHANGE IN LOCATION OR ELEVATION SHALL BE REPORTED TO THE CITY ENGINEER AND COUNTY OF ORANGE. COMPLY Wmi ALL CITY AND COUNTY REQUIREMENTS FOR REPLACEMENT. 27. GEOTECHNICAL EVALUATION PREPARED BY NINYD & MOORE AND DATED NOVEMBER 4, 2005 HAVE BEEN REVIEWED AND APPROVED BY THE BUILDING OFFICIAL INCLUDING ALL SUPPLEMENTS, ADDENDA, AND AMENDMENTS THERETO ARE INCLUDED BY REFERENCE. THE REPORT IS PROVIDED AS AN ATTACHMENT TO THE SPECIFICATIONS. ALL RECOMMENDATIONS CONTAINED THEREIN t.tUST BE FOLLOWED. 28. ALL STORM DRAIN WORK AND MATERIALS SHALL CONFORM TO THE CITY OF COSTA MESA, PUBLIC SERVICES DEPARTMENT, ENGINEERING DMSION'S STORM DRAIN DESIGN GUIDELINES (lATEST REVISION), AND THE CITY COSTA MESA STANDARD PLANS AND MEET THE APPROVAL OF THE CITY ENGINEER. 29. ALL CATCH BPSINS SHALL HAVE HORIZONTAL PROTECTION BARS PER LACFCD STANDARD DRAWING 2D 175, WITH LOCAL DEPRESSION NO. 4 PER STANDARD DRAWING 415. 30. ALL EXISTING STORM DRAIN MANHOLES SHALL BE LEFT BELOW SUBGRADE. THE CONTRACTOR SHALL RAISE THE MANHOLE FRAMES AND COVERS TO FINISHED GRADE AND MAKE NECESSARY REPAIRS TO THE PAVEMENT PER CITY REQUIREMENTS AND STANDARDS. 31. A PERMIT WILL BE REQUIRED FROM THE COUNTY OF ORANGE FOR CONNECTION INTO THE EXISTING FLOOD CONTROL CHANNEL AND FOR ALL OTHER WORK WITHIN THEIR JURISDICTION. 32. ALL INSTALLATION AND WORK AFFECTING FLOOD CONTROL DISTRICT PROPERTES OR FACIUTlES SHALL CONFORM WITH STANDARD SPECIFICATIONS AND WITH THE PROVISIONS OF THE CONSTRUCTION PERMIT GRANTED BY THE DISTRICT, CONTRACTOR SHALL MAINTAIN A COPY OF SAID PERMIT AND STAMPED PLANS ON THE JOB SITE. USE OF DISTRICT PROPERTY AND CONFORMANCE WITH THE ABOVE SHALL BE SUBJECT TO INSPECTION ANO APPROVAL BY THE DISTRICT'S DULY ASSIGNED INSPECTOR. DISTRICT INSPECTOR SHALL BE NOTIFIED 24 HOURS PRIOR TO COMMENCEMENT OF ANY WORK IN ACCORDANCE WITH PERMIT PROVISIONS. ABBREVIATIONS ACP A.C. B. C. C. B. CCM CFT It. CMLC CMSD CNB CONG DEF D. I. P. DI DIA E ELEC E. C. E. C. R. EXIST. F. E. G G. B. GRND GS GT INV. EL LT MCWD MIN M. J. N PE P. C. C. PROP. ROW RT RCP RCSCP s S. C. E. S. C. G. SD STA. STL ST. LT. ST. STA. TELE V. C. P. w ASBESTOS CEMENT PIPE AGGREGATE COURSE BEGIN CURVE CATCH BASIN CITY OF COSTA MESA CUBIC FEET CENTERLINE CEMENT MORTAR LINED AND COATED COSTA MESA SANITARY DISTRICT CITY OF NEWPORT BEACH CONCRETE DEFLECTION DUCTILE IRON PIPE DUCTILE IRON DIAMETER EAST ELECTRIC END CURVE END CURB RETURN EXISTING FLANGED END GAS GRADE BREAK GROUND GALVANIZED STEEL GRIP TIGHT INVERT ELEVATION LEFT MESA CONSOLIDATED WATER DISTRICT MINIMUM MECHANICAL JOINT NORTH PLAIN END POINT OF COMPOUND CURVATURE PROPOSED RIGHT OF WAY RIGHT REINFORCED CONCRETE PIPE REINFORCED CONCRETE STEEL CYLINDER PIPE SEWER OR SOUTH SOUTilERN CALIFORNIA EDISON SOUTilERN CALIFORNIA GAS STORM DRAIN WATER LINE STATION STREET LIGHT STREET LIGHT STREET STATION TELEPHONE VITRIFIED CLAY PIPE WATER OR WEST ---------13/19/07 SF FINAL SUBMITTAL 7 I 8 CITY OF NEWPORT BEACH GENERAL NOTES SHALL APPLY TO ALL WORK WITHIN CITY OF NEWPORT BEACH CITY LIMITS 1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THE REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS, STANDARD SPECIAL PROVISIONS, DESIGN CRITERIA, STANDARD DRAWINGS AND THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 1994 EDmON AND SUPPLEMENTS. 2. STATIONING REFIERS TO CENTERLINE OF PIPELINE. 3. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYNG THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION OF THE NEW FACILmES. 4. CURB DATA REFERS TO FACE OF CURB. 5. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND WALKS. 6. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREET AND DRIVEWAYS. 7. PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CllY AS REQUIRED BY SOIL TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 8. SEWER, WATER AND STORM DRAIN DISTANCES SHOWN IN PROFILE AND IN ESTIMATED QUANmmES ARE HORIZONTAL DISTANCES. 9. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS DEPARTMENT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK AT 644- 3311. THE PUBLIC WORKS DEPARTMENT INSPECTOR SHALL ALSO BE NOTIFIED AFTER PLACEMENT OF FORMS AND PRIOR TO PLACEMENT OF ANY CONCRETE FOR CURB & GUTTER SO THAT THE FORMS CAN BE CHECKED FOR LINE AND GRADE AND COMPATABILITY WITH EXISTING CONSTRUCTION. 1 D. THE WALLS AND FACE OF ALL EXCAVATIONS GREATER THAN (5) FIEET IN DEPTH SHALL BE EFIFECTIVELY GUARDED BY A SHORING SYSTEM; SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN FIVE (5) FIEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATED THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 11. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NO. 1 D ABOVE FROM CAL-OSHA. 12. ALL STORM DRAIN, SEWER AND WATER PIPE SHALL BE BEDDED PER CllY OF NEWPORT BEACH ST0-106-L. 13. DUCTILE IRON PIPE SHALL BE CLASS 52 ANO SHALL HAVE AN 8 MIL LOOSE POLYETHYLENE ENCASEMENT AS PER SECTION 207-9.2.6 OF THE STANDARD SPECIFICATIONS. 14. THRUST BLOCKS SHALL BE INSTAULED ON ALL WATER MAIN FllTTlNGS IN ACCORDANCE WITH CllY OF NEWPORT BEACH ST0-510-L, UNLESS OTHERWISE SHOWN ON THE DRAWINGS 15. WATER MAINS SHALL HAVE A MINIMUM OF 30" OF COVER FROM SUBGRADE. 16. ALL CONCRETE SHALL BE 560-C-3250. 17. SLOPE ANCHORS SHALL BE PROVIDED ON ALL LINES IN ACCORD WITH CllY OF NEWPORT BEACH STD-314-L. 18. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN ADVANCE OF SHUTTING OFF ANY FIRE HYDRANTS AT 644-3106. 19. THE FIRE DEPARTMENT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL LANE CLOSURES. 20. ALL FLANGED PIPE JOINTS SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL NUTS, WASHERS ANO HEX-HEAD BOLTS. GASKETS SHALL BE FULL-FACED, CLOTH REINFORCED BUNA-N RUBBER. 21. FLEX AND TRANSITTON COUPLINGS USED TO JOIN PIPE IN WATER MAIN CONSTRUCTION SHALL HAVE ALL THREADED PARTS AND JOINING HARDWARE FABRICATED FROM TYPE 316 STAINLESS STEEL. PIPE HARNESS ASSEMBLIES, VALVE AND FllTTlNG RESTRAINTS AND SHACKLE-CLAMP ASSEMBLIES SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL ALL-THREAD ROD, NUTS, BOLTS AND WASHERS. CLAMPS, SHACKLES ANO OTHER HARDWARE MAY BE CARBON STEEL OR DUCTILE IRON WHERE APPROPRIATE, BUT MUST BE COATED LIBERALLY WITH CORROSION PROTECTIVE MASTIC COMPOUND. 22. BOLTED CONNECTORS FABRICATED FROM TYPE 316 STAINLESS STEEL SHALL HAVE THREADED PARTS COATED LIBERALLY WITH AN APPROVED ANTI-SEIZE COMPOUND. 23. ALL BOLTED AND THREADED FASTENERS SHALL BE MANUFACTURED AND SHALL CONFORM TO THE MINIMUM REQUIREMENTS FOR STRENGTH, MATERIAL CONSTRUCTION AND DIMENSION AS ESTABLISHED BY THE ASTM AND THE ANSI SPECIFICATIONS. ALL FASTINERS SHALL BE ACCOMPANIED BY WRITTEN CERTIFICATION FROM THE MANUFACTURER STATING COMPLIANCE WITH THE APPROPRIATE SPECIFICATIONS. 24. ALL MECHANICAL JOINT FITTINGS SHALL HAVE RETAINER GLANDS. COORDINATE DATUM: COORINATIES ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM (CCS83), ZONE VI, 1983 NAO, (1991.35 EPOCH OCS GPS ADJUSTMENT). TO OBTAIN GROUND DISTANCE DMDE GRID DISTANCE BY COMBINATION FACTOR 0.99996900. BENCHMARK O.C.B.M. V-280 ELEV. 71.47 NAVDBB 1995 OCS ADJUSTMENT YEAR LEVELED: 1992 DESCRIBED BY NATIONAL GEODETIC SURVEY 1954 0.7 OF A MILE NORTH ALONG COSTA MESA FREEWAY (STATE HIGHWAY 55) FROM THE PACIFIC COAST HIGHWAY (US 101 ALTERNATE) UNDERPASS AT NEWPORT BEACH, 1 MILE SOUTH OF COSTA MESA ELEMENTARY SCHOOL, 65 YARDS SOUTH OF THE CENTER OF THE INTERSECTION OF INDUSTRIAL WAY, 54FT. WEST OF THE CENTER OF THE i" JUNCTION OF OLD NEWPORT BOULEVARD AND 15TH STREET, IN THE TOP OF THE WEST CORNER OF THE PLATFORM OF A MANHOLE PROJECTING 0.5 OF A FT. ABOVE THE GROUND, 63FT. SOUTHEAST OF AND ACROSS THE SOUTHEAST LANES OF NEWPORT BOULEVARD FROM THE EAST CURB OF THE TRAFFIC ISLAND, 1.5 FT. SOUTHWEST EDGE OF THE STEEL MANHOLE COVER, AND 3 FT. HIGHER THAN THE SOUTHEAST LANES OF THE ROAD, 36.5 FT. SOUTHWEST OF A COSTA MESA CITY LIMITS SIGN, 13 FT. NORTHWEST OF CHAIN LINK FENCE. C-3728 APPROVED INDUSTRIAL WAY 36" WATER MAIN REPLACEMENT UTILITIES ENGINEER 46214 R.C.E. NO GENERAL NOTES, LEGEND, DATE ANO ABBREVIATIONS HOR Engineering, Inc:. l---+---+--------------+--+-----,------1--------SY DRAWN SMS W-5312-S D II TE BY DESCRIPTION APP'D DESIGNED CITY OF NEWPORT BEACH REVISIONS CHECKED Slf DATE PUBLIC WORKS DEPARTMENT SHEET 2 OF 19 D C - B - A 1 I 2 CONSTRUCTION NOTES 0-REMOVE 30" 90" ELBOW AND INTERFERING THRUST BLOCK ®-36" x 30" ECCENTRIC REDUCER W/ THRUST BLOCK PER CNB STD-510-L-B (THRUST BLOCK TO BE 10% LARGER THAN 30" x 24" THRUST BLOCK). 0-CONSTRUCT THRUST BLOCK PER CllY OF NEWPORT BEACH STD-510-L. SEE TABLE ON SHEET 3 0-30" WATERLINE, BACKFILL AND BEDDING PER CllY OF NEWPORT BEACH STD-106-L ©-36" 45" ELBOW ©-36", 39' ELBOW. FOR DUCTILE IRON, USE 45' ELBOW (FE x FE) CONTRACTOR SHALL PULL JOINTS ON EITHER SIDE OF ELBOW TO MAKE CORRECT DEFLECTION. MAX. PULL = 1.5" 0-36" WATERLINE, BACKFILL AND BEDDING PER CllY OF COSTA MESA STD DWG NO. 813 ®-REMOVE AND RECONSTRUCT EXISTING CROSS GUTTER AND SPANDREL PER CllY OF NEWPORT BEACH STD-185-L 0-36" CLASS 150 (FE x FE) BUTTERFLY VALVE WITH VALVE BOX AND RISER PER CllY OF NEWPORT BEACH STD-508-L, STD-510-L-C AND STD-511-L Q_ REMOVE AND RECONSTRUCT EXISTING SIDEWALK, CURB AND ~ GUTTER TO NEAREST JOINT THE ENTIRE PARKWAY WIDTH PER CllY OF NEWPORT BEACH STD-180-L AND STD-182-L CONSTRUCT PER CllY OF COSTA MESA STD 412 AND 312 @-REMOVE AND RECONSTRUCT EXISTING CROSS GUTTER AND SPANDREL PER CllY OF COSTA MESA STD DWG No. 415 @-BUTT-STRAP CONNECTION. SEE SHEET 12 FOR DETAILS. @-30" CLASS 150 (FE X MJ) BUTTERFLY VALVE WITH VALVE BOX AND RISER PER CllY OF NEWPORT BEACH STD-508-L, STD-510-L-C, AND STD-511-L @-36" (FE x MJ) ADAPTER @-REMOVE AND REPLACE ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS @-DEMOLISH EXISTING 30" 45' ELBOW AND INTERFERING THRUST BLOCK ®-6" PVC PIPE C-900 CLASS 200 @-36" PE x 36" FE x 12" FE TEE @-12" PVC PIPE C-900 CLASS 200 ®-8" PVC PIPE C-900 CLASS 200 @--8" CLASS 150 (FE x FE) GATE VALVE WITH VALVE BOX AND RISER PER CllY OF NEWPORT BEACH STD-508-L, STD-510-L-C AND STD-511-L r::;;;-..__ CONSTRUCT FIRE HYDRANT ASSEMBLY PER CllY OF NEWPORT ~ BEACH STD-500-L. @-12" x 8" ECCENTRIC REDUCER W/ THRUST BLOCK PER CNB STD-510-L-B & 6" x 8" D. I. P. ECCENTRIC REDUCER (FE x FE) • W/ THRUST BLOCK PER CNB STD-510-L-B ®-6" x 4" ECCENTRIC REDUCER W/ THRUST BLOCK PER CNB STD-510-L-B @-6" CLASS 150 (FE x MJ) GATE VALVE WITH VALVE BOX AND RISER PER CITY OF NEWPORT BEACH STD-508-L, STD-510-L-C AND STD-511-L @-RECONNECT TO EXISTING WATER SERVICE @-DEMOLISH AND REMOVE EXISTING 12" 90' ELBOW @-CUT AND PLUG EXISTING WATERLINE PER DETAIL 1/13 ®-CUT EXISTING 8" WATERLINE AND INSTALL NEW 8" 90' ELBOW @--DEMOLISH AND REMOVE EXISTING 14" WATERLINE '32\ RELOCATE EXISTING SCE (2-5" CONDUITS) ELECTRICAL IF ~ NECESSARY FOR INSTALLAilON OF NEW 36" WATERLINE I 3 I 4 '33\-----PROTECT EXISTING STORM DRAIN MANHOLE IN PLACE, ROPE ~ NEW 36" WATERLINE AROUND MANHOLE AS NECESSARY @-8" 45' ELBOW @-8" 22.5" ELBOW @-8" 90' ELBOW ®-6" go· ELBOW @--12" TEE @--12" CLASS 150 (FE x FE) BUTTERFLY VALVE WITH VALVE BOX AND RISER PER CllY OF NEWPORT BEACH STD-508-L, STD-510-L-C AND STD-511-L @-8" TEE @-DEMOLISH AND REMOVE EXISTING 8" go· ELBOW @---CUT IN 8" TEE @-CONSTRUCT FIRE HYDRANT ASSEMBLY PER CITY OF NEWPORT BEACH STD-500-L. @-6" TEE @-DEMOLISH AIR-VAC, CAN, VALVE, CONCRETE BASE AND APPURTENANCES PER DETAIL 2/13 IN CARL'S JR DRIVE-THROUGH. NOTE ACTUAL LOCATION APPROXIMATELY 15' SOUTH FROM WHERE SHOWN. @-FILL ABANDONED 24" W WITH GROUT PER SPECIFICATIONS BENEATH NEWPORT BOULEVARD ONLY. SEE KEY MAP FOR ACTUAL LOCATION (NOTE 47). @-SEE DETAIL 3/13 FOR CONNECTION TO ABANDONED 24" W FOR GROUT FILL BENEATH NEWPORT BOULEVARD. @-FILL ABANDONED 30" W WITH GROUT PER SPECIFICATIONS IN CONJUNCTION WITH NOTES 46 AND 47. @-REMOVE THREE VALVE CANS ON 14" W BETWEEN SUPERIOR AND MONROVIA ON 16TH STREET (WHERE SHOWN) AND REPAIR STREET AS NECESSARY, PER CITY OF COSTA MESA STD DWG NO. 813 @-ABANDON WV MANHOLE. REMOVE TOP 4' CONE AND FILL REMAINING WITH SAND. MANHOLE APPROXIMATELY 25' DEEP. PATCH ROAD 5' x 5'. @-ABANDON WV MANHOLE. REMOVE TOP 4' CONE AND FILL REMAINING WITH SAND. MANHOLE APPROXIMATELY 15' DEEP. PATCH ROAD 5' x 5'. ®-DEMOLISH 30" W AS NECESSARY. ®-REMOVE 14" BFV PER NOTE 49 AND INSTALL BLIND FLANGES ON BOTH ENDS OF REMAINING PIPE. @--INSTALL LONG BODY STEEL TRANSITION COUPLING W/STAINLESS STEEL HARDWARE, SMITH BLAIR 413 OR 913 AS NECESSARY OR APPROVED EQUAL. USE INSULATION FLANGE WHEN JOINING PIPE OF DISSIMILAR METALS. ®-INSTALL 2" COMBINATION AIR AND VACUUM RELEASE PER DETAIL 4/13. @-INSTALL BLOW OFF ASSEMBLY PER CNB STD-525-L. ®-24" STEEL PIPE FOR GROUT FILL OF EXISTING 24" GS WATERLINE ACROSS NEWPORT BOULEVARD ®-24" LONG RADIUS go· ELBOW ®-CONNECT 90' ELBOW TO EXISTING 24" GS WATERLINE. POTHOLE FOR APPROPRIATE LOCATION @-12" go· ELBOW @-PROTECT EXISTING MANHOLE IN PLACE. ®-6" x 4" TEE ®-6" 11 1/4' ELBOW @--4" DUCTILE IRON PIPE ®-ALL INTERFERING TRAFFIC LOOPS AND ASSOCIATED CONDUIT SHALL BE REPLACED IN KIND WITHIN 5 DAYS. BASIS OF BEARINGS: The bearings shown hereon are based on the I RECORD DRAWINGS PREPARED ACCORDING TO CONSTRUCTION RECORDS PROVIDED TO HOR BY OTHERS. THE INFORMATION ON THIS "RECORD DRAWING" IS BASED UPON FlELD MARKUPS PERFORMED BY OTHERS. THE ACCURACY bearing between OCS Horizontal Control Station GPS No. 6263 and Station GPS No. 6262 being N49'22'04"W per records on file in the office of the Orange County Surveyor. OF THE INFORMATION PRESENTED HAS NOT BEEN VERIFlED AND MAY BE DIFFERENT FROM THE ORIGINAL DESIGN CONFlGURATION OR ACTUAL FJELD CDNDmONS. 5 I 6 THRUST BLOCK TABLE 0 REACH FTTING LOCATION SIZE A 36" 45' ELBOW 10+17.89 100 SF A 36" 45' ELBOW 10+93.64 100 SF A 36" 45' ELBOW 11+18.92 100 SF A 36" 45· 20+00.00 100 SF VERTICAL ELBOW A 36" 45' 20+03.00 100 SF VERTICAL ELBOW A 36" 45' ELBOW 21+29.79 100 SF a) ALL OTHER THRUST BLOCKS, REFER TO CNB STD-510-L FOR SIZES ®-BACKFILL AND BEDDING PER CITY OF COSTA MESA STD DWG NO. 813 ®-INSTALL CATHODIC PROTECTION STATION PER DETAIL 2/14. ®-PAVEMENT REMOVAL AND REPLACEMENT, TRENCHING AND BEDDING PER DETAIL 6/13 Q_ CUT, REMOVE AND REPLACE EXISTING 1 O" THICK ~ CONCRETE WITHIN LIMITS SHOWN. ----------13/19/07 SF FINAL SUBMITTAL I 7 M'PROVED UTILITIES ENGINEER 46214 R.C.E. NO DATE I 8 C-3728 INDUSTRIAL WAY 36" WATER MAIN REPLACEMENT CONSTRUCTION NOTES D - C B A HDR Engineering, Inc. l--+----+-----------+---1----------f-------------------+ DATE BY DESCRIPTION APP'D DESIGNED SY DRAWN SMS CITY OF NEWPORT BEACH W-5312-S REVISIONS CHECKED S/>f DATE PUBLIC WORKS DEPARTMENT SHEET 3 OF 19 1 PLACENTIA AVE I , • 1·,' I, ~ 2 )i/ .:,, I;/' .. I :- 1 i I , I , , I I I I 3 I ----- 4 5 ' : ' I:< 1' I I SAND. MANI IOLE APPROXIMATELY 25' DEEP. N VALVE IS LOCATED OUTSIDE SCALE: 1 • -60' t;:: ~ 6 REACH B ------ SEE SHEET 8 ------ w [Il w w (/) oF 1 PLACENTIA AVE Ro~,. 0~T'.'i . _ >1:.:, , _, _,1 , ,:1,,!, 11 ·.• i_-·_··_,··,·, _ • ·\,_,--·:: ._,. '.,,,.--.. _\ ,_.,.,,)_,--··;l;;J._I,. ,,,. 1.:. 11,· _, I ' ~1 ~ i I(: Ii 'J) :-. ' '. , l i 'r··1---" I I I ! l . I r ------------_-:-. ----------::-----.----------------------------------------~---· ______ .l....,_ __ ____,;:,· ... -J....-J. ___ ..;._.!l:::::..::;;;-__ ~-;..;:-----LL..~LL-----"----' _:::;; __ 1 _£ w . I ,_._, ( CITY OF NEWPORT BEACH Underground Service Alert Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG •. 1. _1---.+ i ~-1~ --1 -···T··-1 _ --·r •··· ~-·-w ···-· ...• ··-, ___ ; ___ ( ___ •• 1__·. '"'----.. --------·-·--·-f./) ·~s•e:··· C, _. ',, N 1< ::e : CITY OF COSTA MESA SCALE: 1" = 60' BASIS OF BEARINGS: RECORD DRAWINGS The bearings shown hereon are based on the 1 10/8/0 SF PREPARED ACCORDING TD CONSTRUCTION RECORDS PROVIDED TO HDR BY OTHERS, THE INFORMATION ON THIS "RECORD DRAWING" IS BASED UPON FJELD MARKUPS PERFORMED BY OTHERS, THE ACCURACY bearing between OCS Horizontal Control Station GPS No. 6263 and Station GPS No. 6262 being N49'22'04"W per records on file in the office of the Orange County Surveyor, ---------t 3/19/07 SF OF THE INFORMATION PRESENTED HAS NOT BEEN VERIFIED ANO MAY BE DIFFERENT FROM THE ORIGINAL DESIGN CONFJGURATION OR ACTUAL FJELD CONDmONS, HDR Engineering, Inc. DATE BY ' ' 7 SCALE: 1 • -60' L ________ J APPROVED RECORD DRAWING & UTILITIES ENGINEER 46214 R.C.E, NO FINAL SUBMITTAL DATE DESCRIPTION APP'□ DESIGNED SY DRAWN SMS REVISIONS CHECKED Sftf DATE / ' 8 1 / / ' \ C-372~ INDUSTRIAL WAY 36" WATE~ MAIN REPLACEMENT KEY MAP CITY OF NEWPORT BEACH W-5312-S PUBLIC WORKS DEPARTMENT SHEET 4 OF 19 D C B A 1 I-~ I 0:::: Underground Service Alert Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG . \ \ \ ' \ 1. ·----/ --~ ,-----'"-/ •. ~- /_, ." 2 ' . -' .. -\-- ----·--------~--· \ \ ! I , ,, -----.-1, __ ~-~ ---__ J _______ I -----' -i" ::=:,· J) ' ,! • ' '' 3 ' I • -' I··-· .... i] I . ' I L/-• --:-.-••• ::-\,, ·, --- l, L '·--•-~ ., .•. -··----\·-----.\ -,~:' ---··· --c:r. --- I I ·-<~... .. i _ _,. .. -""·· ·" , •• RECORD DRAWINGS PREPARED ACCORDING TO CONSTRUCTION RECORDS PROVIDED TO HOR BY OTHERS. THE INFORMATION ON THIS "RECORD DRAWING" IS BASED UPON FIELD MARKUPS PERFORMED BY OTHERS. THE ACCURACY OF THE INFORMATION PRESENTED HAS NOT BEEN VERIFIED AND MAY BE DIFFERENT FROM THE ORIGINAL DESIGN CONFIGURATION OR ACTUAL FIELD CONDITTONS. 4 .. , ! . ------... . ------·· --··-·-·--···-··-···--··· ., •• ., ........ . I l ! \ ' i I ' BASIS OF BEARINGS: The beorings shown hereon ore based on the I bearing between OCS Horizontal Control Station GPS No. 6263 and Station GPS No. 6262 being N49"22'04"W per records on file in the office of the Orange County Surveyor. 5 / . . ··-1 ------------· ---,;--' -- .---" / ---------13/19/07 SF 6 FINAf. SUBMITT Af. -----1 t;:: w I I I I d _j 7 8 SCALE; 1 "=20' CONSTRUCTION NOTES: @-cur AND PLUG EXISTING WATERLINE PER DETAIL 1/13 @-DEMOLISH AND REMOVE EXISTING 14" WATERLINE ~ RELOCATE EXISTING SCE ELECTRICAL (2-5" CONDUITS) IF ~ NECESSARY FOR INSTALLATION OF NEW 36" WATERLINt @---DEMOLISH AIR-VAC, CAN, VALVE, CONCRETE BASE AND APPURTENANCES PER DETAIL 2/13 IN CARL'S JR DRIVE-THROUGH. NOTE ACTUAL LOCATION APPROXIMATELY 15' sourH FROM WHERE SHOWN. @-ALL INTERFERING TRAFFIC LOOPS AND ASSOCIATED CONDUIT SHALL BE REPLACED IN KIND WITHIN 7 DAYS. C-3728 Af'PROVED INDUSTRIAL WAY 36" WATER MAIN REPLACEMENT UTILITIES ENGINEER 46214 R.C,E. NO DATE DEMOLITION PLAN HDR Engineering, Inc, l---+--+-------------+---+-----r-------------------------- 0 ATE BY DESCRIPTION APP'D DESIGNED SY DRAWN SMS W-5312-S CITY OF NEWPORT BEACH REVISIONS CHECKED SIF DATE PUBLIC WORKS DEPARTMENT SHEET 5 OF 19 D C B A 1 2 I 3 I 4 5 6 7 I 8 1--1-----l-l-+--l-l--l--l-l-+--l----l-ll-l-+--l----+--1,. _ _,__,-I -l----ll-+--l-1--+--+-+---l--l-+--+---+--1-1--,I--+--+-+--1 -+--+-1--1-1-f--l-l-+--:I--+--+--+-+---1---'_1 -1---+--l-l-:I_ ~I -l-+--J--1-.,-I -t--t~-1-1--1-l--ll--l-+--1--1---1 --l--,-l--l-l--+--+-l--1--·l--f---l-+-+-+--l--J.-l---l-l-+--1-1-1--+l-+--l--J.-f-+-t-l---l--,-l--l-f--:I--+-t-+-1---+--+-l--+----+---I,_ ---_1. I I I ' I l-+---·f-+-+--+--l-f---f---f--+-l-f---+--+-+-·l-+---+--i---+---+--+---i--t--S--1--+---+---S--S--f--+---t---+---·---------------------" 1----l-l·-· --+--+--I---+-+-l---t-lf----f---+---c---<-f---+---1-+-l-7-+-+---+-+·----· ·---· -------------1---t~:-t--+---f--f--t--t--,-.j-+---i---+-+--+--+---l---l---l--l--+-+-t---+-l·-+-f--t--t-f--l-t-t-+--J-+--+--+--/--t---t----t---l-l---j--+-f--f----l----l--t-t-f---t-l >---+---+----1-+-+---t--+---t--+--+--+---+---at-t-:-1--l---l--+-+-+-t--l--l--+-t-l---l-l-l-t-+-+-+--l-+----l--++:-t--f---+-+-+--+--+--+!---t---l-l--l--l-+-·l-+--l--+-+--:!•--t I -I I -i--i--l-=--i:--tl-f--l-' -l--+~:-t---+-+-+-t--t--t-l--l-l--+-+-+-+--+--+-+--l--+-~-+--+--l--,f---f---l--t---+-+-+-t--t--t-l-t--t-+-+-+-+--+--+--l--l---t-1---1---1--+·----·-•••• ·--•• •• ·-·-·--------- 1 I I ! I CONSTRUCT 574.01 LR -36" ~ 1 '4" WALL i I :-s---t---j--,---------------I I I I I I 11 I I CMLC STEEL PIP RESTRAl!'I ALL JOINTS ; I I -· -·-_! l-l-l-i-+-+--+-+--+--+--+---+--+--+--+--+--l--,f----f----l--t----l--+-+-l--t--tl--f--+--+--i-+-+-+---l---+,-+--+--c-l-t---l--j-1-\--+---r---:-+-+---+--f--+-~--+--1-~---1--1--:--I -+1 -:1-_LPE~-ETAlb.J3/l2 ' I ' l-+---+---+-+-+-+--+----+--,_l--f---l--1----l-l-:--+---f-+-+-+--+---+--+---+--+----t--+--+---+--+----"----+---+---+-+--t-I------·-·: -: . • -. --l--t---tf--1-1-t--+-+-+-+-I 1---1-t----"I---lf-+--i---l--t---t---lf-+-,l--l l---l--l--l---+---+--i---11-t-f--+--+---+-----l--1---il-t-+-+--+--+-+--:---1 -j--j---,--1 -+--f--+--1---11-t-f-~I -+--+-+--+---11-t-+-+--I 1--1-+I ---j--l---+---l-+-l--+----+--l---+-+---+-f--11--+-+-l---+--l---+-+--l--+---+-+-I -' 1 --+---+-l--l--l---l--l---l--+---+-+--l---l--l--l---l-t----+-+--l--l--+-l--t-t----+-+--+-+-+--t---cl-t--t--t--t-+--t--i-J-----t--t-l 1 : I I I I I , I 1 -I-f---J-+--+-+-+-+---l---+--+--+---t--l---+--I---+----1--+-~--1--------------·-'---tl-l-l--f---f---1---t ----------··· ----l--+--:i•·--l---+-I--I•--:--,_ ---t-i-l-+--J-+-f----l--i-f--l-l-t--~--l--+----J-+--l--+--+--+---l--+-f--f--/----l----l--+-+--l--f---l'---f--l-t--l--l--1---1--+--+--+--/--+--l--,- J.. ,-, I I o I I I I I I I I , I ..,, I 1--+--+-i-i I #I I ~ I I I -1---+!-1--1--:----1--,--1---t---+l-1--+-+-+l-,_-1-+--'--il._._,-_ -+-_-•-_~l_--+-7f---:I I , __ l 1 --+--.--1-I +-+---+-1----'---I -+-+-+--+--+--l-l--+-+-+--+---1--,1--c-1---+-----J7 1-1--1-ll-1---+-----J-+--t--1-f---+-----J--'+-+-+-+--1---t-1 -!·--+f---l-+-+->-+-+---+--+--+->--l l--+--+--l--+--+--+--..;--+---+---+---+---+---1--+---+---+--~--+---+---+---+---,--+----+---:-· I. • '1 ~-1/-t--t--t-il -t--t-----t--/,---EX,--IST,__111 ,-G_G,_RAb,lc-E--l--t---l---l---l-~-+--+--+--1--+--1-· ---! j 1-1-1----1-t-t-t--J--j--!--j--j--j--j--t--t--t---t--t--:::f-77-::::±::::!::d-=t=l=--J-=====,!¥.J-t--'-111 ____ ":...w +---1---1-_,_/-1---+--1---1--1-~--+-t 1-+-+-+-+-+-J-1------i----i---J--i--ii---l---f--f--f--f--+--6;jJ=-=t-=1-=1-=1;1j'.'=-1-'•-~· [1 =fJ-=-1-1-+--+-+-->-$-1-:-==l--+--l---+-+-+-+-+-+--+--I--I 1-1--1-:.1--+-1--,--+--+--:--+1----ll----l--,:l-l--+-,,-1-t---! -1--1--1-_~-+---l--+-+-+--JJ~,,--ti -:::.r-1--'-..J!.:t1--1----1-l__j.~--1--1-i1-1-' -1-=--=:.+~1 w :r: I I I ~' i/ Ii--' : ; I I , I .. 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THE INFORMATION ON THIS 'RECORD DRAWING" IS BASED UPON FIELD MARKUPS PERFORMED BY OTHERS. THE ACCURACY OF THE INFORMATION PRESENTED HAS NOT BEEN VERIFIED AND MAY BE DIFFERENT FROM THE ORIGINAL DESIGN CONFIGURATION OR ACTUAL FIELD CONDITIONS. 1 . . • I • '\.. ... .. .. ... ... .J @--36" 13"02'18' ELBOW @-36" 26"44'20' ELBOW @-REMOVE AND REPLACE CURB, GUTTER AND SIDEWALK @-REMOVE AND REPLACE o• CURB AND GUTTER (APPROX. 75 LF) @-REMOVE AND REPLACE CURB AND GUTTER (APPROX. 40 LF) @-UTIUlY TO BE RELOCATED BY OTHERS @--REMOVE AND REPLACE SD DROP INLET @---REALIGN SS LATERAL AS NECESSARY //>PROVED HR 10/8/0 SF RECORD DRAWING 2/13/08 SF PIPE REALIGNMENT ::;..::::..::;,,.,.::.,_ __ _,f-;-3/:19;-;/~07t-;::S;::-Fl-----;:F:INAL:--;S~U;:;:Bl:;;:,IT;::;:T-;;AL----i--. DATE ______ _ .& TS UTILITIES ENGINEER 46214 R.C.LNO~~- I-IDR Engfne-erfng, Inc . DATE BY DESCRIPTION APP'O DESIGNED SY DRAWN SMS REVISIONS CHECKED S~ DATE I SCALE: 1 "=20' NOTE: REACH PRIMARILY WITHIN CITY OF COSTA MESA RIGHTS-OF-WAY. BACKFILL, BEDDING, COMPACTION AND ROADWAY REPLACEMENT PER CITY OF COSTA MESA STANDARDS. C-3728 INDUSTRIAL WAY 36" WATER MAIN REPLACEMENT REACH A -36" WATERLINE PLAN & PROFILE ST A 10•00 TO ST A 15+50 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5312-S SHEET 6 OF 19 B - A ' --·-:-· ··-!·------ [ ,· ---i -- I i -----: --·· 1 •• ' I __ , __ _ ____ i ·-. I ---+--!- ' : I I . I : 1 ' ---) . i I I I i I 178. I ·'ti) • .• ,t/l ' i -.1--. iS=0.0027- . . ---------- i ' ! • ' ' .. i---7 -----:---- ' . ' 2 3 4 5 6 7 8 I I ' ' ·--<( -I ! ' : i I : ! : j ' i I i i i ' ; l ' I i I --J r,._;"f"IJ,·-···'·-'-·-~·",·-·-···.····,· '·· '•-· ·,·· i I • I 11 I i i I ' : ; i i I ··--1, ... JI ..... • ............... I .... -i I I i. i ! 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SEE TABLE ON SHEET 3 ©-36" 45' ELBOW 0-36" WATERLINE, BACKFILL AND BEDDING PER CIT( OF COSTA MESA STD DWG 813 @-CUT AND PLUG EXISTING WATERLINE PER DETAIL 1/13 ••• 1 @-CONSTRUCT FIRE HYDRANT ASSEMBLY PER CITY OF NEWPORT BEACH STD-500-L. @--FILL ABANDONED 24" W WITH GROUT PER SPECIFICATIONS • BENEATH NEWPORT BOULEVARD ONLY. SEE KEY MAP FOR ACTUAL LOCATION (NOTE 47). 8" AC (W) ' '--. .•-~ : 1· ' ' ' .. __ --r-r··· i ; ·'/! 17+00 ' I 17+00 ! j CllY IN FIELD' i /· ·--------,-:--,-, ! . 1. i ' V ' ' \ i ! • • -STA / ! I 7 66 1,, I i I ; I I • I I . . ' > -,, \ J·, I -,. I --{_ I ' (__ @---ABANDON WV MANHOLE. REMOVE TOP 4' CONE AND FILL REMAINING WITH SAND. MANHOLE APPROXIMATELY 15' DEEP. PATCH ROAD 5' x 5'. @-DEMOLISH 30" W Af:, NECESSARY. I®)-INSTALL 2" COMBINATION AIR AND VACUUM RELEASE PER DETAIL 4/13. @-ALL INTERFERING TRAFFIC LOOPS AND ASSOCIATED CONDUIT SHALL BE REPLACED IN KIND WITHIN 5 DAYS. @-BACKFILL AND BEDDING PER CITY OF COSTA MESA STD DWG NO. 813 ®--INSTALL CATHODIC PROTECTION STATION PER DETAIL 2/14. l '--.. n 1i:·_;'.~--· ii H ; ' -------··--·-·J 18+00 I \ ' I \ I I ,,18+00 ('·,,,, ',, ' ' ' ;--·· )--: •. ·----~,: -·-~-_ .. ____ -.. ' -------·---··---· - ! . .. · .. I l 1 APP,ROX. LIMIT OF GRIND AND CAP • •• .. 1-i. ' .. ' ·-.. ' HORIZ. VERT. 1 "=20' 1 "=4' 80' """ i-----~ -'c---T-, ,--,--,,-~",! + • (Wii) 16.AC ,,. :\ ·i l / ro ' ~ (f) w z _J I ~ ::::iE @-REALIGN SS LATERAL I'S NECESSARY. NOTE: REACH PRIMARILY WITHIN CITY OF COSTA MESA RIGHTS-OF-WAY. BACKFILL, BEDDING, COMPACTION AND ROADWAY REPLACEMENT PER CIT( OF COSTA MESA STANDARDS. RECORD DRAWINGS PREPARED ACCORDING TO CONSTRUCTION RECORDS PROVIDED TO HOR BY OTHERS. THE INFORMATION ON THIS "RECORD DRAWING" IS BASED UPON FIELD MARKUPS PERFORMED BY OTHERS. THE ACCURACY OF THE INFORMATION PRESENTED HAS NOT BEEN VERIFIED AND MAY BE DIFFERENT FROM THE ORIGINAL DESIGN CONFIGURATION OR ACTUAL FIELD CONDmONS. 1 19+00 l i I I I / ,/ •/ ! ' ! ' i \ ----1 -f---+--+--+---+--t--+----f--+--+-! I : i i ---------/ :·-··+-! • I : ! rl ; ffi ~~ -1 i . ·:· 1· 1 ·1 a ./\ /, '1 // ts \ APP,ROX. LIMl:r OF / GRIND AND C~P '~\ ' / -~-\ 20+00 / \ \ \ ' HOR Engineering, Irie. / \ \ / / 0/8/08 SF 2/13/08 SF DATE BY \ 0 \ \ 2 + 0 \ \ RECORD DRAWING PIPE REALIGNMrnT DESCRIPTION REVISIONS ' '· '· ·, ' TS APP'D 21+00 ·.- ·, '. '"("'\" 21+78.00 SCALE: 1 "=20' ,/ . , SEE DETAIL 2/11 _,./ / I ',("'<'; :-,,_ (-.".-\ ··,, _, 's.,,_ / '·, ' (_.,~- \, :,;,-', \ ·, ',._ ·; • -\ ' 52 ·, '" --.' '..: _. --:::,..: , ·:>-.. ----I·:.---..:......_, 21-t:00·'•, ''C_~--, '.-·.,., ./> .. \ <•i ', ,, ·-·, -..._~ -,· ,. ri ... :<_,.t~' / /~···1 F/ CAST IRON APPROVED UTILITIES ENGINEER 46214 R.C.E, ND-"=-- DESIGNED S¥ DRAWN SMS CHECKED SAF DATE \ \ C-3728 INDUSTRIAL WAY 36 11 WATER MAIN REPLACEMENT REACH A -36" WATERLINE PLAN ii< PROFILE FROM ST A. 15+50 TO STA. 21•34.38 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5.312-S SHEET 7 OF 19 D C B A 1 CONSTRUCTION NOTES: . . . • I l -------~· .-.. .,,, 2 ' '! I f----"'.,---r-,--,---r~~ ' J-:-:.- ' l ' ' . -<·:·-! i--·-:-,-,-p,\ -----~:~-_ _:_·, --,·-_;:- ,,i/ . .. -1. 1 1 j ,_ , I_,) • I I I MONROVIA REACH E PLAN 1"=20' 'I iii l!j 1 : 11'· I , , , : I j.'S_ I ,_.1 ·' ,' I i 3 LIMITS OF MILL AND OVERLAY WITH ARHM PER CITY OF COSTA MESA REQUIREMENTS 16th STREET ©--CONSTRUCT THRUST BLOCK PER CITY OF NEWPORT BEACH STD-510-L SEE TABLE ON SHEET 3 @-6" PVC PIPE C-900 CLASS 200 @-PROTECT EXISTING MANHOLE IN PLACE. @-6" x 4" TEE @--8" PVC PIPE C-900 CLASS 200 @-6" x 8" D. I. P. ECCENTRIC REDUCER (FE x FE) W/ THRUST BLOCK PER CNS STD-510-L-B @-6" CLASS 150 (FE x MJ) GATE VALVE WITH VALVE BOX AND RISER PER CITY OF NEWPORT BEACH STD-508-L, STD-510-L-C AND STD-511-L @--RECONNECT TO EXISTING WATER SERVICE @--CUT AND PLUG EXISTING WATERLINE PER DETAIL 1/13 @--8" 45' ELBOW @-8" 22.5' ELBOW @-8" 90' ELBOW @-CONSTRUCT FIRE HYDRANT ASSEMBLY PER CITY OF NEWPORT BEACH STD-500-L. @--6" TEE @--6" 11 1/4' ELBOW @-BACKFILL AND BEDDING PER CITY OF COSTA MESA STD DWG NO. 813 @-PAVEMENT REMOVAL AND REPLACEMENT, TRENCHING AND BEDDING PER DETAIL 6/13 ®-CUT, REMOVE AND REPLACE EXISTING 10" THICK CONCRETE WITHIN LIMITS SHOWN. ALIGNMENT DATA DELTA RADIUS LENGTH @ 3"41 '43" 1975.00' 127.38' ® 5'26'00" 1 B00.00' 170.69' © 13'34'5B" B80.00' 208.61' TANGENT 63.71' 85.41' 104.80' ~ REMOVE ALL THREE CANS ON 14" W BETWEEN SUPERIOR AND MONROVIA ON 16TH STREET (WHERE SHOWN) AND REPAIR STREET AS NECESSARY PER CITY OF COSTA MESA STD DWG 813. @--REMOVE 14" BFV PER NOTE 49 AND INSTALL BLIND FLANGES ON BOTH ENDS OF REMAINING PIPE. @-INSTALL LONG BODY STEEL TRANSITION COUPLING W/STAINLESS STEEL HARDWARE, SMITH BLAIR 413 OR 913 AS NECESSARY OR APPROVED EQUAL. USE INSULATION FLANGE WHEN JOINING PIPE OF DISSIMILAR METALS. Underground Service Alert Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG RECORD DRAWINGS PREPARED ACCORDING TO CONSTRUCTION RECORDS PROVIDED TO HOR BY OTHERS. THE INFORMATION ON THIS "RECORD DRAWING" IS BASED UPON FIELD MARKUPS PERFORMED BY OTHERS. THE ACCURACY OF THE INFORMATION PRESENTED HAS NOT BEEN VERIFIED ANO MAY BE DIFFERENT FROM THE ORIGINAL DESIGN CONFIGURATION OR ACTUAL FIELD CONDmONS. 4 5 ~--··-----J I r----·-· -~·. -~----------/ r-/ .-/L N1 51"32'12" E (-,· • • • •• -------===c=···;c:·=-::::.=-=-1::~l32• ______ 1 ___ ·:....' __ _ \ I \ STAI 10+02.37 ·1· I ' i A.P.I 45· BEND•. . rE~IST~6~:.°.:=Jc-1 i~ -\ ;:t@ ··~-- EXIST 4" ,,~--- -~::--..::::... __ . - N 7"06'02" E 2.37' • STA 10+05.69 A.P. 45' BEND ···_1··· ... -·. -------- DIP NOTE: REACH ENTIRELY WITHIN CITY OF NEWPORT BEACH RIGHT-OF-WAY 6 ' ' ... -~--->,/ \ !, +oo-\-- ' REACH B PLAN STA 10+00 TO STA 13+00 1"=20' 7 EXIST CONC. JOINT 8 ____ I/ B CJ .·, -. ,-- ,) .. ----. -- .....___ EXIST 6" ACP I If-SCALE: ···-. LL 13+0 :'.J I ~ 0 _J w 0) w w f./) ·10 .o • + ··I~ z 111 =20' • ------·--==--=-=·__(7s-=7~~-___ .. ________ _ 1- N 15'39' 55" E 64.23'--~ STA 13+61.74 EC \ BASIS OF BEARINGS: The bearings shown hereon are based on the --·, STA 14+25.98 BC \ / 4'.'"--2.:µ:,=• ::::,,4 .• ----.: FH •· -•. , -------·--· --~ ----------:::;:. ;:::-;=;.- . ··••·· ····-t4-1'00 --· ----·-, ' \ \ \ \------ \ \ \ REACH B PLAN-STA 13+00 TO STA 16+72.65 1 "=20' ---------13/19/07 SF FINAL SUBMITTAL C ·-', :.~: ::_---- STA .11i+'37.48 A.P. 90' BEND STA 16+34.69 EC EXIST 12" ACP ~--, / / I ··- SCALE: 1 "=20' ~----------1 i c..' ____ ( APPROVED I ' I r / UTILITIES rnGINEER 46214 R.C.E. NO~=~- DATE ________ _ I I I ' " I , I , ! / ; ( ! C-3728 INDUSTRIAL WAY 36" WATER MAIN REPLACEMENT REACH 8 -8" WATERLINE PLAN FROM ST A 10+00 TO ST A. 16+63.30 bearing between OCS Horizontal Control Station GPS No. 6263 and Station GPS No. 6262 being N49'22'04"W per records on file in the office of the Orange County Surveyor. HDR Engfle&rlng, lnc. t---i---t--------------t--+----,------11---------------------1 DESIGNED SY DRAWN SMS W-5312-S DATE BY DESCRIPTION APP'D REVISIONS CHECKED Slf DATE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET B OF 19 D C B A 1 : I _, I ,' I , 40.00' I 2 r_ i (" I 1 CITY i OF ' COSTA MESA J_ I I ' 4o.i:A>· 3 I -l_·_I I j Cff'(; OF I NEWRORT! BEACH ,,, I ,! '-. 1· J ' ' i ! ! i j I i ' -, 8().00' ! [i µ_,----'------------,---"'---=~-=---~-----tr------'--'--! l i I ( ,, I I , ! : ' ' ! ; i I i i ' 1---. 'I, ,i-i , ' ,, 1' 1 ~EXli 8" ACP ,: I I ,1 I' I a: I' I 4 _I ASPHALT r , . \ ' . I 5 SCALE, 1 "=1 O' f • "'--EXIST 8" ACP i 6 66 3 42 EXIST 8" ACP WATER DEMOLITION DETAIL ' i b EXIST 8" ACP WATER EXIST 8" ACP WATER 7 20 66 8 V EXIST 8" ACP WATER ' ~----L---------r--,,,--,., ______________ ,. __ _ CONNECTIONS C8 \ -· ---,_ "' -- L EXIST 8" ACP WATER REACH C PLAN STA 1 +00 TO STA 2+ 12.24 CONNECTIONS CONSTRUCTION NOTES: ®-CONSTRUCT THRUST BLOCK PER CITY OF NEWPORT BEACH STD-510-L SEE TABLE ON SHEET 3 @-8" PVC PIPE C-900 CLASS 200 @-8" CLASS 150 (FE x MJ) GATE VALVE WITH VALVE BOX AND RISER PER CITY OF NEWPORT BEACH STD-508-L, STD-510-L-C AND STD-511-L @-CUT AND PLUG EXISTING WATERLINE PER DETAIL 1/13 @-DEMOLISH AND REMOVE EXISTING 8" go• ELBOW @r--CUT IN 8" TEE 1"=10' @-INSTALL LONG BODY STEEL TRANSmON COUPLING W/STAINLESS STEEL HARDWARE, SMITH BLAIR 413 OR 913 AS NECESSARY OR APPROVED EQUAL. USE INSULATION FLANGE WHEN JOINING PIPE OF DISSIMILAR METALS. @--BACKFILL AND BEDDING PER CITY OF COSTA MESA STD DWG NO. 813 Underground Service Alert Coll: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG RECORD DRAWINGS PREPARED ACCORDING TO CONSTRUCTION RECORDS PROVIDED TO HOR BY OTHERS. THE INFORMATION ON THIS "RECORD DRAWING" IS BASED UPON FIELD MARKUPS PERFORMED BY OTHERS. THE ACCURACY OF THE INFORMATION PRESENTED HAS NOT BEEN VERIFIED AND MAY BE DIFFERENT FROM THE ORIGINAL DESIGN CONFIGURATION OR ACTUAL FIELD CONDmONS. BASIS OF BEARINGS: NOTE: REACH E PARTIALLY WITHIN CITY OF COSTA MESA RIGHTS-OF-WAY. BACKFILL, BEDDING, COMPACTION AND ROADWAY REPLACEMENT PER CITY OF COSTA MESA STANDARDS. The bearings shawn hereon are based on the Hl1. DETAIL 1"=2'-0" ---------13/19/07 SF FINAL SUBMITTAL cu APPROVED UTILITIES ENGINEER R.C.E. NO DATE 46214 C-3728 INDUSTRIAL WAY 36" WATER MAIN REPLACEMENT REACH C -8" WATERLINE PLAN FROM STA. 1+00 TO STA. 2+12.24 bearing between OCS Horizontal Control Station GPS No. 6263 and Station GPS No. 6262 being N49.22'04"W per records on file in the office of the Orange County Surveyor. HOR Englneerlng, Inc. t---+--+-------------+---+-----~-------------------,,-.------1 DATE BY DESCRIPTION APP'D DESIGNED SY DRAWN SMS CITY OF NEWPORT BEACH W-5312-S REVISIONS CHECKED Sl-f DATE PUBLIC WORKS DEPARTMENT SHEET 9 OF 19 D C B A 1 \ WEST 16TH STREET 0 ________ Q.C\,_. _ _,__-/, / CONSTRUCTION NOTES: I \ I I I \ 7 I/ 0--CONSTRUCT THRUST BLOCK PER CITY OF NEWPORT BEACH STD-510-L SEE TABLE ON SHEET 3 @--12" PVC PIPE C-900 CLASS 200 @---8" PVC PIPE C-900 CLASS 200 @-8" CLASS 150 (FE x FE) GATE VAf..VE WITH VAf..VE BOX AND RISER PER CITY OF NEWPORT BEACH STD-508-1.., STD-510-L-C AND STD-511-L @-12" x 8" ECCENTRIC REDUCER W/ THRUST BLOCK PER CNB STD-510-L-B @-CUT AND PLUG EXISTING WATERLINE PER DETAIL 1/13 Underground Service Alert Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG 2 3 4 10+00 mil',"' ___ _!_---"-'l'-"i+-'. -----j----l---~---· -~~~=1c1-~-~=~=~--I-~ '----L--._ -~=:'J~J:J:J\1 LJ====::!:=:--+-::::=--===-==--====!=,=\':'--.fc:::. L I STA 1+00.00 I t® --,----= I REACH D ~ \ \i I i~ J::tf, -~ ·'I T.t _ _:,,._~~--.-:-..-- @--8" 45• ELBOW ®--8" go· ELBOW --c-''', I I I I ' J I -'L -,n,, -,, -....-.., @--REMOVE ALL YAf..VE CANS ON 14" W BETWEEN SUPERIOR AND MONROVIA ON 16TH STREET (TOTAL OF 4 VALVES) AND REPAIR STREET AS NECESSARY. @--INSTALL LONG BODY STEEL TRANSmON COUPLING W/STAINLESS STEEL HARDWARE, SMITH BLAIR 413 OR 913 AS NECESSARY OR APPROVED EQUAL USE INSULATION FLANGE WHEN JOINING PIPE OF DISSIMILAR METAf..S. @-12" 90° ELBOW @----ALL INTERFERING TRAFFIC LOOPS AND ASSOCIATED CONDUIT SHALL BE REPLACED IN KIND WITHIN 7 DAYS. @---BACKFILL AND BEDDING PER CITY OF COSTA MESA STD DWG NO. 813 RECORD DRAWINGS PREPARED ACCORDING TO CONSTRUCTION RECORDS PROVIDED TO HOR BY OTHERS. THE INFORMATION ON THIS "RECORD DRAWING" IS BASED UPON FJELD MARKUPS PERFORMED BY OTHERS. THE ACCURACY OF THE INFORMATION PRESENTED HAS NOT BEEN VERIFIED AND MAY BE DIFFERENT FROM THE ORIGINAL DESIGN CONFIGURATION OR ACTUAL FIELD CONDITIONS. ' ~ / <", 0--..... .._,,,1 v ' OF -H 1o I : I I I I I I I BEARINGS: The bearings shown hereon ore based on the bearing between OCS Horizontal Control Station GPS No. 6263 and Station GPS No. 6252 being N49"22'04"W per records on file in the office of the Orange County Surveyor. /I ;, I 1-,1, I 1I i I i. I ' I I I i I 1 5 ...____ SEE SHEET 6 FOR REACH A DETAILS fil~ HDR Englneerfng, Inc.. 6 REACH A 0/8/08 SF RECORD DRAWING & 3/19/07 SF FINAL SUBMITTAL DATE BY DESCRIPTION APP'D REVISIONS 7 / 1/ APPROVED UTILITIES ENGINEER 46214 R.C.E. NO DATE DESIGNED SY DRAWN SMS CHECKED SAF DATE 8 1 "=5" I / 1/ G / C-3728 INDUSTRIAL WAY 36" WATER MAIN REPLACEMENT REACH D -8" WATERLINE PLAN FROM ST A. 1•00 TO STA. 2•02.26 CITY OF NEWPORT BEACH W-5312-S PUBLIC WORKS DEPARTMENT SHEET 10 OF 19 D C B A 1 i ., ! EXISTING 30" c ·• • • 2 L . ·.. ~ 1 ½ •• ~ I ! I 29 l . !,-· I DEMOLITION ~ DETAIL 1 ~ 4' o" EXISTING 24" GS ~; ~/ DEMOLITION DETAIL 1 " 4' o· . ,· .•• • .• ••• .· . / ,-' J;j ' ~EXISTING 14" ACP f J •• > EXISTING 12" ACP EXISTING VALVE/ ·.·•· •·. ••··· .. DEMOLITION DETAIL 1" 2' o" Underground Service Alert Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG 3 4 5 6 7 8 EXISTING 30" CMLC I \ 30"x36" CONNECTIONS CD CONNECTION CD . . ,·•.·~ . . ; • ·-·.,/' . / .. •• . . 2 t</ EXISTING 19 ~-. ··. r EXISTING CONNECTION CH -· ·. ·v EXISTING 30" STL :-:: ______ : ~--~L \ EXISTING 30" STL DEMOLITION DETAIL 1" 2' O" ABANDON EXISTING 411 DIP IN PLACE DEMOLITION 39'-o" CONNECTION m EXISTING 28.5" CML 14" ACP 12" ACP \ 1~ EXISTING 6" DIP .. CONSTRUCTION NOTES: 0--REMOVE 30" so· ELBOW AND INTERFERING THRUST BLOCK ®-36" x 30" ECCENTRIC REDUCER W/ THRUST BLOCK PER CNB STD-510-L-B (THRUST BLOCK TO BE 10% LARGER THAN 30" x 24" THRUST BLOCK). 0-CONSTRUCT THRUST BLOCK PER CllY OF NEWPORT BEACH STD-510-L. SEE TABLE ON SHEET 3 0-30" WATERLINE, BACKFILL AND BEDDING PER CllY OF NEWPORT BEACH STD-106-L ©-36" 45" ELBOW 0-36" WATERLINE, BACKFILL AND BEDDING PER CllY OF COSTA MESA STD DWG NO. 813 0---36" CLASS 150 {FE x FE) BUTTERFLY VALVE WITH VALVE BOX AND RISER PER CllY OF NEWPORT BEACH STD-508-L STD-510-L-C AND STD-511-L ' CONNECTIONS DETAIL 1 • 3' o· @--6" PVC PIPE C-900 CLASS 200 @---36" PEx36" FEx12" FE TEE @----12• PVC PIPE C-900 CLASS 200 @-a" PVC PIPE C-900 CLASS 200 ®-8" CLASS 150 (FE x FE) GATE VALVE WITH VALVE BOX AND RISER PER CllY OF NEWPORT BEACH STD-508-L STD-510-L-C AND STD-511-L ' @---12" x 8" ECCENTRIC REDUCER W/ THRUST BLOCK PER CNB STD-510-L-B @--6" x 8" D. I. P. ECCENTRIC REDUCER (FE x FE) W/ THRUST BLOCK PER CNB STD-510-L-B ®--6" x 4" ECCENTRIC REDUCER W/ THRUST BLOCK PER CNB STD-510-L-B ®-6" CLASS 150 (FE x MJ) GATE VALVE WITH VALVE BOX AND RISER PER CllY OF NEWPORT BEACH STD-508-L STD-510-L-C AND STD-511-L ' @-DEMOLISH AND REMOVE EXISTING 12" 90' ELBOW CD 6" ACP EXISTING 4" DIP ~ I I , I I EXISTING 4" @-8" 45" ELBOW @-8" 22.5" ELBOW ®-6" 90' ELBOW ! r I , 54,------ DIP~! !I ! I I! ®-12" CLASS 150 (FE x FE) BUTTERFLY VALVE WITH VALVE BOX AND RISER PER CllY OF NEWPORT BEACH STD-508-L STD-510-L-C AND STD-511-L ' @--6" TEE @-INSTALL LONG BODY STEEL TRANSITTON COUPLING W/STAINLESS STEEL HARDWARE, SMITH BLAIR 413 OR 913 AS NECESSARY OR APPROVED EQUAL USE INSULATION FLANGE WHEN JOINING PIPE OF DISSIMILAR METALS. @--PROTECT EXISTING MANHOLE IN PLACE. @-4" DUCTILE IRON PIPE @-BACKFILL AND BEDDING PER CllY OF COSTA MESA STD DWG NO. 813 @-INSTALL CATHODIC PROTECTION STATION PER DETAIL 2/14. @-sun-STRAP CONNECTION. SEE SHEET 12 FOR DETAILS. @-30" CLASS 150 (FE X MJ) BUTTERFLY VALVE WITH VALVE BOX AND RISER PER tllY OF NEWPORT BEACH STD-508-L STD-510-L-C, AND STD-511-L ' ®-CUT AND PLUG EXISTING WATERLINE PER DETAIL 1 /13 f"iBAMSgIS~OQFLJB~E~A~R~I~N~Gis~: ~---Tt;:.::::;.::::;.::::.::::-r------r7-r--------l-,fflmD----,-"ii:ii~~-;:::-;-:;-:---:-:-:-~---=~Gc~-~37~2~su 1 R_E_C_O_R_D_D_RA_W_I_N_G_S ______ _J The _bearings shown hereon are based on the IND LJ ST RI AL WAY 3 6 11 WATER PREPARED ACCORDING TO CONSTRUCTION RECORDS bearing between OCS Horizontal Control Station GPS M Al N RE p LACE MEN T APPROVED PROVIDED TO HOR BY OTHERS. THE INFORMATION ON No. _62?3 .and Station GPS No. 6262 being THIS "RECORD DRAVnNG" IS BASED UPON FlELD N49 22 04 W per records on file in the office of the MARKUPS PERFORMED BY OTHERS. THE ACCURACY Orange County Surveyor. OF THE INFORMATION PRESENTED HAS NOT BEEN Hl~ 1 10/B/OB SF RECORD DRAWING & UTILITIES ENGINEER R.C.E. NO 46214 3/19/07 SF FINAL SUBMITTAL DATE HOR Engineering, Inc. DATE BY DESCRIPTION APP'D DESIGNED SY DRAWN SMS CONNECTION DET PJLS CITY OF NEWPORT BEACH W-5312-S VERIFIED AND MAY BE DIFFERENT FROM THE ORIGINAL DESIGN CONFIGURATION OR ACTUAL FIELD CONDmONS. REVISIONS CHECKED SN' DATE PUBLIC WORKS DEPARTMENT SHEET 11 OF 19 D C B A 1 50· 3/4" WIRE MESH REINFORCING -~ 2 ' 00 I') 3 ~4• STD. STL. COUPLING t TYP) eo· BUTT STRAPS TO BE SHIPPED LOOSE IN 1WO PARTS FOR FIELD JOINING CEMENT MORTAR COATING . . , ·-. ; -. . . ,. : ".,; -· ,. ·:·-.' :·::>:•.·/\'./\'):</D/\?ti., ·.··•·:):· ::i+;ft:· >:\:'.::/·::: \/~-;_-_);:: ·:_-~.:-~ .:: :--~} •. ).-.:~-~·: J•_ :_ ·,.: -:.: = __ /:; ... _ r~ ·-'?.>( t /_.:_ :< ~';/(, ·-:~-~ :. 5" MIN 7" MAX CEMENT MORTAR LINING 3/4" WIRE MESH REINF. ' . ·-, .. 1 " 10" SECTION t .•,.·• - Underground Service Alert Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG ., .. ·.·, __ ·,.;. '• . " ..., 1 n FIELD APPLIED MORTAR AFTER WEUDING 1" MIN 10" MIN. SECTION BUTT STRAP DETAILS NOT TO SCALE ..., MORTAR APPLIED AFTER WELDING 4" PLUG CEMENT LINED STD. STL. COUPLING FIELD APPLIED CEMENT MORTAR COATING BUTT STRAP STEEL PIPE CYLINDER EXISTING CENTRIFUGALLY APPLIED CEMENT MORTAR LINING 1" MIN Gld RECORD DRAWINGS PREPARED ACCORDING TO CONSTRUCTION RECORDS PROVIDED TO HDR BY OTHERS. THE INFORMATION ON THIS "RECORD DRAWING'" IS BASED UPON FIELD MARKUPS PERFORMED BY OTHERS. THE ACCURACY OF THE INFORMATION PRESENTED HAS NOT BEEN VERIFIED AND MAY BE DIFFERENT FROM THE ORIGINAL DESIGN CONFIGURATION OR ACTUAL FIELD CONDmDNS. 4 5 t + 1/4 " MAX. t + 1/8 " MIN. CARBON STEEL SLIP-ON FLANGE 6 CARBON STEEL PIPE LINING DRILL AND TAP 1 HOLE STEEL FLANGE DETAIL NOT TO SCALE 7 FIELD PLACED MORTAR FIELD PLACED 1/4" 1 1/2" MORTAR SHOP APPLIED CEMENT MORTAR COATING FIELD PLACED MORTAR 1 .. MAX MORTAR LINING PIPE INSIDE DIAMETER CARNEGIE STYLE JOINT FIELD PLACED SHOP APPLIED CEMENT MORTAR MORTAR LINING RESTRAINED JOINT UNRESTRAINED JOINT STEEL PIPE JOINTS NOT TO SCALE />i'PROVED BASIS OF BEARINGS: The bearings shown hereon are based on the UTILltlES ENGINEER 46214 R.C.E. NO DATE 8 C-3728 INDUSTRIAL WAY 36" WATER MAIN REPLACEMENT DET AILS-1 D C B A bearing between OCS Horizontal Control Station GPS No. 6263 and Station GPS No. 6262 being N49.22'04'"W per records on file in the office of the Orange County Surveyor. -HOR Engineering, Inc. FINAL SUBMITTAL DESIGNED SY DRAWN SMS W-5312-S 3/19/07 SF 1--l------1-------------l---+-------.------1-----------------t DATE BY DESCRIPTION APP"D CITY OF NEWPORT BEACH REVISIONS CHECKED Slf DATE PUBLIC WORKS DEPARTMENT SHEET 12 OF 19 1 CONCRETE ABANDONED WATER LINE FILL ABANDONED MAIN WITH GROUT (12" MAIN OR GREATER) NOTE: • to 2 6" MIN ALL AROUND I / I LOCATION OF CUT 18" MIN A 13 AIR-VAC • 0 3 ---~--------- • ' DRAIN WATER LINE COMPLETELY BEFORE PLUGGING. 4'-0" TYPICAL CUT AND PLUG Gld AIR-VAC DEMOLITION NO SCALE NO SCALE 2" CLASS 1 50 N. R.S. RESILIENT WEDGE 2" CLASS 150 N.R.S. RESILIENT WEDGE GATE VALVE PER EXISTING CURB AND GUTTER REMOVE AND REPLACE TO NEAREST JOINT PER CITY OF NEWPORT BEACH GATE VALVE PER CITY OF NEWPORT BEACH STD-511-L CITY OF NEWPORT BEACH STD-511-L (FE x FE) STD-182-L OR STD-183-L (FE x FE) ( I I - ' I I • VALVE ENCLOSURE PER DETAIL 5/13 2" 90' ELBOW (FE x FE) 2" OUTLET PER AWWA STD C-208 I I ~--\ NOTES: - I I ) 2"x 1 /8" w:L / STEEL PIPE~ • 2" COMBINATION AIR RELEASE AND VACUUM VALVE APCO 149C OR EQUAL CLASS 150 FLANGE STEEL PIPE PLAN . ~ to a. /EXISTING ) ,L LANDSCAPE 1. APPROXIMATE LOCATION IDENTIFIED ON PLAN. CITY TO IDENTIFY PRECISE LOCATION IN FIELD. 2. STREET IMPROVEMENTS NOT SHOWN FOR CLARITY. 2" COMBINATION AIR RELEASE AND VACUUM VALVE ASSEMBLY CG NO SCALE 1 /2"¢ HOLES @ 3" O.C. TWO ROWS---~ 1 '-1 "¢ 1,14"¢ STEEL ROD HANDLE, FILLET WELD TO TOP OF COVER PLATE. I _,,.,.---2· -2"¢ SCHEDULE 40 STEEL VENTED COVER. ~----o O o o o O ,....,....-WELD 1/4" PLATE TO TOP, PROVIDE 4 ANCHOR o o o o o LUGS A BOTTOM, HOT DIP GALVANIZE AFTER FABRICATION, PAINT INSIDE AND OUTSIDE WITH • ,,, I TWO COATS OF "BLUE GLOSS" ENAMEL PAINT . VALVE CAN CONCRETE PAD Cf) 2" x 2" x 1/4" ANGLE, 3" WIDE (4 REQ'D)® 2' -6" x 2' -6" x 6" CONCRETE PAD WITH 6" x 6" W2.9 x W2.9 WELDED WIRE FABRIC REINFORCING 4 Y~,,7':·--··.;,· Y/). i r ... 1 / ! ' / I QJ _·,:·~ .... _·0 _1_ ~!~---__ • __ <-/if( .. :r:~i j i ! 1 ;• 0 ,. i • I " "' L,✓-~\- @\ "--® "-VALVE CAN SECTION 5 GROUT FILL NOT REQUIRED\ I \ -H GROUT lll FILL N ',--~-•,, (j ) EXISTING 24" GS GROUT FILL DETAIL 6 1/2" = 1·-0· Gu NO SCALE HJ 2" 90" ELBOW (FE x FE) 1/4" ¢ STEEL ROD TYP 1/4" 2" COMBINATION AIR RELIEASE AND VACUUM VALVE APCO 149C OR EQUAL CLASS 150 FLANGE EXISTING CURB AND GUTTER . ·• . •. W2.9 x W2.9 WELDED WIRE MESH---- CONCRETE PAD-- 2"x1/8" WALL STEE'L PIPE SECTION NO SCALE TYP 1/4" 6" 26" I ENCLOSURE PER DETAIL 5/13 ½" EXPANSION JOINT FILLER MATERIAL (TYP) -------------2"x1 /8" WALL STEE'.L PIPE ~2" 90• ELBOW (FE x FE) 2" CLASS 150 N.R.S. RESILIENT WEDGE GATE VALVE PER CITY OF NEWPORT BEACH STD-511-L (FE x FE) Gu VENTED COVER PER DETAIL ffi 2" x 2" x 1/4" ANGLE, 3" WIDE ...--------1 /2" SHIM @ 12" 0. C. \-.,-;;,-:-, ~-•"·~~i:::.:. • .,.., ~-.,7. .. • ► • ,. ... .. . .. . .. • I> ' ' I> •. • .• :'"a·,. :'".,,· .• -.. . .. 7 ~ '. : t> • • : .• .... ¾" x 5", 316 STAINLESS STEEL ANCHOR BOLT NOTES: 7 8 CONSTRUCTION NOTES: @--CUT AND PLUG EXISTING WATERLINE PER DETAIL 1/13 ®-24" STEEL PIPE FOR GROUT FILL OF EXISTING 24" AS WATERLINE ACROSS NEWPORT BOULEVARD ®-24" LONG RADIUS 90' ELBOW @-CONNECT 90' ELBOW TO EXISTING 24" AS WATERLINE. POTHOLE FOR APPROPRIATE LOCATION CRUSHED AGGREGATE BASE 95% RELATIVE COMPACTION REPLACE TO EXISTING A.B. REPAVE TO MATCH PAVEMENT OR SIDEWALK THINKNESS PLUS 1 ", OR 4" MIN THICKNESS PLUS 1 ", OR 6" MIN\ SAWCUT LINE EXISTING PAVEMENT 8' MIN. SAWCUT LINE IN AREAS WHERE TRENCH CROSS EXISTING HARDSCAPE TO BE PROTECTED OR SIDEWALK-~ UNLESS NOTED OTHERWISE w z 0 N ::c 0 z L,J a,: I- L,J z 0 N L,J a. ii: 18" (TYP) IDENTIFICATION TAPE PER PROJECT SPECIFICATIONS. • z to :::. 1 0 GA. COPPER WIRE (FOR PVC PIPE INSTALLATION) A.C. OR CONCRETE A.B. t--+-COMPACTED SELECT BACKFILL 90% RELATIVE COMPACTION 12" MAX 1. FOR REACHES A, C AND D BACKFILL AND BEDDING PER CITY OF COSTA MESA DWG 813 2. FOR PIPELINE SEPARATION CRITERIA, SEE CITY NEWPORT BEACH STD-533-L 3. BEDDING IN PIPE ZONE SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-1.2.1, EXCEPT THAT CLASS 100-E-100 SLURRY MAY BE SUBSTITUTED FOR SAND BEDDING AT THE CONTRACTOR'S OPTIONAND SOLE EXPENSE. 4. CONTRACTOR SHALL REPLACE AC OR PCC TO LIMITS SHOWN ON THE TYPICAL TRENCH SECTION SHOWN ABOVE AND TO THE THICKNESS PLUS 1" OF THE EXISTING AC OR PCC UNLESS OTHERWISE DIRECTED ON THE PLANS. FOR TURF OR LANDSCAPED AREAS, CONTRACTOR SHALL RESTORE TO THE ORIGINAL CONDITION, TO THE SATISFACTION OF CITY OF NEWPORT BEACH, CALTRANS OR THE CITY OF COSTA MESA REPRESENTATIVE AS APPROPRIATE. 5. ALL PAVEMENT AND SIDEWALK REMOVAL NECESSARY FOR THE CONSTRUCTION OF THIS PROJECT SHALL BE SAWCUT PRIOR TO REMOVAL. THE OWNER SHALL BE REQUESTED BY CONTRACTOR TO APPROVE EXTENT OF PAVEMENT AND SIDEWALK REMOVAL PRIOR TO STARTING WORK. DISPOSAL OF REMOVED A.C. PAVEMENT AND CONCRETE SHALL BE AT AN APPROVED OFF-SITE DUMP SITE. 6. SEE CITY OF NEWPORT BEACH STD. DETAIL STD-105-L-B FOR CONCRETE TRENCH RESTORATION. BORING LOG APPROXIMATE PAVEMENT SECTION (1 ), (3) PROPOSED SECTION NUMBER WATER MAIN STATION AC (IN) AB (IN) AC (IN) B-1 20+00 REACH A 3 6 6 B-2 1 6+00 REACH A 3 6 6 8-3 14+00 REACH B 10 (2) 0 - -REACH B 3 6 4 1 o+oo TO 16+35 -REACH B (4) (4) (4) 16+35 TO 16+75 REACH B (4) (4) (4) -LATERAL AT 12+00 REACH B (4) (4) (4) -HYDRANT AT 14+05 -REACH C 3 6 6 -REACH D 3 6 6 NOTES: 1. PAVEMENT SECTION FROM NINYO & MOORE GEOTECHNICAL REPORT FOR INDUSTRIAL WAY WATER MAIN DATED JULY 21, 2004 2. BORING TAKEN WITHIN CONCRETE STREET SECTION 3. FOR PIPE REACHES WITHOUT BORING DATA ASSUME EXISTING PAVEMENT SECTION OF 3-INCH AC OVER 6-INCH AB. 4. FOR LOCATIONS WITH AC PROVIDE 6" AC OVER 6" AB. FOR AB (IN) 6 6 - 6 (4) (4) (4) 6 6 ENCLOSURE HANDLE DETAIL cu ANCHOR DETAIL CU LOCATIONS WITH CONCRETE SEE CITY OF NEWPORT BEACH STD-105-L-B. Underground Service Alert Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG NTS COMBINATION VALVE ENCLOSURE DETAIL Gu SCALE: 1/2" = 1'-0" RECORD DRAWINGS PREPARED ACCORDING TO CONSTRUCTION RECORDS PROVIDED TO .HOR BY OTHERS. THE INFORMATION ON THIS "RECORD DRAWING" IS BASED UPON FlELD MARKUPS PERFORMED BY OTHERS. THE ACCURACY OF THE INFORMATION PRESENTED HAS NOT BEEN VERIFlED AND MAY BE DIFFERENT FROM THE ORIGINAL DESIGN CONFIGURATION OR AC1UAL FIELD CONDITTONS. BASIS OF BEARINGS: The bearings shown hereon are based on the bearing between OCS Horizontal Control Station GPS No. 6263 and Station GPS No. 6262 being N49'22'04"W per records on file in the office of the Orange County Surveyor. NTS Hl~ HOR Engineering, Inc. 3/19/07 SF DATE BY APPROVED UTILITIES ENGINEER R.C.E. NO FINAL SUBMITTAL DATE DESCRIPTION APP'D DESIGNED SY DRAWN REVISIONS CHECKED S/,f DATE 46214 SMS C-3728 INDUSTRIAL WAY 36" WATER MAIN REPLACEMENT DETAILS -2 CITY OF NEWPORT BEACH W-5312-S PUBLIC WORKS DEPARTMENT SHEET 13 OF 19 D C B A 1 CAST IRON COVER CONCRETE COLLAR #4 REBARS AROUND TEST STATION HOUSING 2 GP-TEST i-----CAST IRON COVER 6" MIN 2" ---- •.. : • 4 .. . ~ .. .. N '-'e=-=1=:a-,e..,; ·" • • .• 0 ---1--'- '<l • ; • • ..•. · • ,q . • . . . 'l • . • ~ • . . . ,J------+--4, . .....• ·.·-.·· '·4' ·,.·: .. ,,·. •, •. ' ~ • • •• '<.I. •. • • TRAFFIC VALVE BOX -t=~=~=j:•,. 1 ,. .;:, • o • . ---------'+-----~ . • . • 0 0 . . 0 MN 0 ' 0 0 0 • . . •• 0 . . 0 REMOVE AND REPLACE EXISTING SIDEWALK TO NEAREST JOINT 3 UTILITY BOX --- 0 ---+-----1---1--=-o ___ o •• :· • ·, N f-½-+-,, ' 0 WELDS SPACE D 6" 4" SCHD 40 PVC PIPE NATIVE SOIL 0 0 • 0 • 0 ~ 0 • • . .. 0 0 0' . . 0 0 0 GRAVEL LEAD WIRES AS INDICATED TEST STATION HOUSING 1 NOT TO SCALE STEP -1 REMOVE COATING AND FILE OR GRIND PIPE TO BARE METAL. STEP -2 STRIP INSULATION FROM WIRE. ATTACH COPPER CRIMP SLEEVE TO WIRE LESS THAN NO 6 AWG. STEP -3 LOAD WELD CHARGE INTO WELDER. HOLD WELDER FIRMLY WITH OPENING AWAY FROM OPERATOR. IGNITE WITH FLINT GUN. STEP -4 REMOVE SLAG FROM CONNECTION. PEEN WELD FOR SOUNDNESS. (SEE SPECIFICATIONS FOR TESTING REQUIREMENTS) STEP -5 COVER CONNECTION AND EXPOSED STRUCTURE WITH AN ELASTOMERIC WELD CAP AND BITUMEN COATING PER DETAIL ffi ... ---r ~ ,._ ,._ (; VAR ' rJ ,,,_ ----GRAPHITE COVER ~:;l;;-;:;;;-----STARTING POWDER --~W,~?:t-----METAL POWDER .,,---WIRE OR CABLE WELDER SECTION EXOTHERMIC WELD DETAIL 3 NOT TO SCALE VAR ) ':'. -□ ·_. ' .';·)."i. _,_.-:··+ .. :--~: ..... : . , .... ,. · .. :·;.1 . . .. . . . '· . ' : ' . 0 (:.:j-• . .. • .. ,• . . ,,~~f/i'i,,l~ 'f{fl';U,..'{/ /3\ \::::../ \ ~ 4 . ' . '/( -••• ;_.{:\~ .. -.:,/:\ .. ~. ,•, . • ,:· . ' . . . . . ' . . /~; . -. . . .--... . . -. . . . . ~.,, .. • I ( COIL 18" OF WIRE N BOX I # 10 TH W (RED) SLACK PIPELIN <t. OF LOOPS (TYP) E PIPE 5 EXISTING CURB AND GUTTER SECTION STEP -1 STEP -2 ELECTROLYSIS TEST STATION NOT TO SCALE CLEAN ALL MUD, DIRT, MILL SCALE, GREASE, OIL AND OTHER CONTAMINANTS FROM THE METAL SURFACE TO BE COVERED. APPLY A COAT OF ROYSTON ROYBOND 747 PRIMER AND ALLOW TO DRY TO A NON-GLOSSY APPEARANCE, WHICH WILL TAKE ABOUT 5 MINUTES, DEPENDING ON HUMIDITY AND TEMPERATURE. REMOVE THE RELEASE PAPER FROM THE BOTTOM OF THE ROYSTON HANDY CAP 2. BEND THE PLASTIC SHEET INWARD AT THE SERRATIONS. POSITION AND PLACE THE HANDY CAP ON THE WELDED AREA WITH THE TUNNEL OVER THE LEAD WIRE. STEP -3 PUSH THE DOME OF THE CAP FIRMLY STEP -4 INTO THE WELD AREA. NOW LIFT THE LEAD WIRE AWAY FROM THE PIPE AND SQUEEZE THE BLACK RUBBER COMPOUND COMPLETELY AROUND AND UNDERNEATH THE WIRE. THEN PUSH THE LEAD WIRE BACK DOWN ON THE PIPE AND PRESS THE ELASTOMERIC COMPOUND INTO FIRM CONTACT WITH THE PIPE OVER THE ENTIRE AREA. COAT WELD CAP, EXPOSED METAL AND 2" BEYOND WELD CAP WITH BITUMEN. CADWELL COVER CAP NOT TO SCALE DETAIL@ V. Underground Service Alert BASIS OF BEARINGS: RECORD DRAWINGS The bearings shown hereon are based on the 6 PLAN 2 VAR 0 0 TEST STATION HOUSING PER DETAIL@ 7 REMOVE AND REPLACE EXISTING SIDEWALK, CURB AND GUTTER TO NEAREST JOINT R/W ---~ .r------J.__ EXISTING SIDEWALK WELD CAP WITH BITUMEN COATING (TYP) DUCTILE PIPE\~--'\.._--~---- 3 EA NO 2 HMWPE BOND WIRES EXOTHERMIC WELD PER DETAIL EB DUCTILE IRON PIPE JOINT THERMITE WELD CONNECTION PER DETAIL ffi (TYP) --...'SJ FIELD PLACED MORTAR FIELD PLACED MORTAR 3 /12 HMWPE BOf<D WIRES COVER WELDS WITH ROYSTON HANDY CAPS PER DETAIL@ (TYP) "'=.) UNWELDED STEEL PIPE JOINT JOINT BONDING DETAI 5 NOT TO SCALE VAR 8 C-3728 APPROVED INDUSTRIAL WAY 36" WATER MAIN REPLACEMENT UTILITIES ENGINEER 46214 R.C.E. NO CATHODIC PROTECTION DETAILS Call: TOLL FREE 1-800 422-4133 PREPARED ACCORDING TO CONSTRUCllON RECORDS PROVIDED TO HDR BY OTHERS. THE INFORMATION ON THIS "RECORD DRAWING" IS BASED UPON FIELD MARKUPS PERFORMED BY OTHERS. THE ACCURACY bearing between OCS Horizontal Control Station GPS No. 6263 and Station GPS No. 6262 being N49'22'G4"W per records on file in the office of the Orange County Surveyor. --------13/19/07 SF FINAL SUBMITTAL DATE TWO WORKING DAYS BEFORE YOU DIG OF THE INFORMAllON PRESENTED HAS NOT BEEN VERIFIED AND MAY BE DIFFERENT FROM 11-{E ORIGINAL DESIGN CONFlGURAllON OR ACTUAL FJELD CONDmONS. HOR Engineering, Inc. l----+--+-------------l---J-----------1------------------- D ATE BY DESCRIPTION APP'D DESIGNED SY DRAWN SMS CITY OF NEWPORT BEACH W-5312-S REVISIONS CHECKED SM" DATE PUBLIC WORKS DEPARTMENT SHEET 14 OF 19 D C B A TAAFTIC REQUIREMENTS: )fith SI b"'\\'Jefm Pomona Me ood S,rperjgr Ave.: Moy be dosed during nigh! \jme working hours. $• pnior Ave • Moinloin min. or,e lone of troffic in ead, dirndion during nigh\ lime worVing hours. lod11slriol Woy· Moy be dosed to lhrough trofflc during night time working hour,;, f,!ointoin locol ond emergency <lCCess at oil times during construction. Newpor\ 81.· Mainloin min. one lone of lrnffic in each direction during nlghl time working hours. Qlrj Newpnct Al belwMo 15th st rod Omone Ave-: Moy be dosed to through traffic. Maintain local ond emergency access al oil times. 16th SL/!Aonrovio Ave. 151h St. ond Old Newport BL (other tocolions): Moinloin two-way troflic "ith llogge,s during working hours. Prohibit fell turns when in coo/lid with construction ond when !ef\ \urn visibility is restricted by construction. Work;ng I-fours : to be approved by Cities of Cosio Meso, Newport 8eoch ond Coltrons. All private drivewoys ond side streets shall be kept open ot all \jmes e,ccpt when construction tokes piece directly in Iron\ of \he driveway/side street. All open excov<i(ions on public streets shall be back-filled or sleel-plo\ed (an\i-skid plate~) for froffic to tlrn soUsfoction of each Cily Engineer and/or Coltrons Inspector outside the working hours. Tro!Hc sholl be restored ta normal conditions durlng non-01orl<in9 hours. TRAFFIC CONTROL PIAN GENERAL NOTES: A. It ls the responsibility of the contractor performing work an o public streel to install and moinloin \he traffic control de~ices os shown herein, os "etl as ony sLJch additional lrnffic control devices os moy be required lo insure the safe movement of troflic and pedestrlons through or oround \he work areo and provjde maximum protection and sofety to construcllon workers. o;·AI! delineotors sholl be equipped w;th reflective bond ot night t;me. C, The contractor shall notify eoch City and Coltrons at least 5 working days in advance of impleme:,tlng ony construction detour. D, All signs. detine.olors, borricados, etc. ond their ins\ollallon shoil conform to the Stole of Co/ifornio Standard Specificotions latest edition and the Monuol of Uniform Traffic Con\rol Devices (IJUTCD) 2003 Edition and Colifornio Supplement ond the Worl< Area Trame Control Handbook (WATCH, toles\ Edition). E. EoclJ City and Co!trans reserve the right lo obser1e these trofffc control plans in use ond to mol<e any necessary changes os field conditions worronl. Any chonges shall ·supersede these plons and be done per MlJTCD wilh \he approval of City Engineer ond or Collrnns lnsputor. Revised traffic control plans moy be required by City/Col\rons. Exact locotlon of oil equipment and traffic control devices sholl be determined by \he Engineer. f. Controctor sholl notify Orange Counly Transportation Authority (OCTA) at (714) 265··4330 or ony other offec(ed \rons;t services ot leost live working days prior to construction. G. All troffic control devices, stripes, mo,l<ings, legends ond roised pavement markers sholl conform to 2003 UIJTCD and Colifornio S<,pplement, Stondord Plons. and Stondard Specilicolions (most recent edition) H. All traffic control devices shall be kept in their proper position ot oil tirnes, and shall be repaired, replaced, or dooned as necessory lo preser1e lhejr oppeonmce and continuity, All trnWc lanes shall hove o minimum of 5 feel dearonce from open e~covolions ond o minimum of 2 feet from vertical obstructions. J. Contractor sholl provide floggers os deemed necessary by Engineer. K. Contractor shall notify all offected residents and businesses five working days prior to conslruciion. L. All advanced "ornlng s;gns sholl be equipped with flogs during doy time worl<ing hours and with warning lights al night. M. Troffic signals shall remain in opero(ion ot oil times. Confllcting traffic signal (ndicotons shall be covered and signol aperotlon during each construction phase shall be coordinu.led wi\h ond <ir,proved by the Cily/Coltrans Engineer. N. Ploce eddilionol "LANE CLOSED"" (C.30) signs on Type II borricodcs <it 150 foot intwvols throughout extended work ornos in eoch lane \hot is dosed. lnstoll "'OPEN lRENCH" (C27) signs whenever on open excovo\ion area e~ists adjacent to the traveled woy. 0. All temr,ora,y traffic control devices sholl be removed following comple\lon of eoch conslruction stage and \he permonenl lroflic control devices sholl be restored by the con\roctor ot the end of each work day. Underground Service Alert Coll: TOI.I. FREE 1-800 422-4133 TWO WORKING DAYS BffORF YOU DIG P. Conlroctor shall replace/repair oil domoged striping with temporary s\riping or roised pavement morkers <1t end of eoch wo,kjng day. 0. Controdor sholl comply wilh the requirements of the American Olsability Act Accessibility Guidelines and with \he California Accessibility Guidelines as related lo pcdestrion access and shall mointoin pedostrlon access ot all limes per ADA requirements. Sidewalk closure/detour shall comply with the WATCH stondords. R. Contractor shall cover or remove all confi;cting signs. S. Contractor shall post "symbol"' uneven loMs, "Stec! Plates Ahe<ld" or "Bump" slgns. for pavement surfoce disruptions ol 1/2 in. or greoter. Pavement disruptions of l Fn. or greater shall have beoeleil edge of four(4) horizontal lo one(1) verUcol. T. Contrnclar shall Install "CAUTION STEEL PLATES AHEAD" <1nd/or "ROUGH ROAD" signs in odvonce o/ steel plate bridging. SIGNS: (ALL SIGNS SHALL BE REFLECTORIZ£0 AND OF STANDARD SIZE. WORK AREA WARNING 'SIGNS SHALL BE ORANGE SIGN FACE.) SC3 l.!4-8a l.!4-10 G20-2 "' OEfOUR (UP){CA Code) £NO DETOUR DETOUR ARROW ENO R0/\0 WORK HAGGER SYMBOL (CA Code) rn C20(L/R) "' CONSTRUCTION ZONE SPEED UM!T (CA Code) LEFT/RIGl-fT lANE CLOSED AHEAO (CA Co<le) OPEN TRENCH (CA Code) uo W1-3(L/R) W1-6 W4-2 W5-1 \v12-1 1'120-1 W20-2 W20-3 Rl-1 R2-1 R3-1 LANE CLOSED (CA Code) REVERSE CURVE SIGN (LEFT/RIGHT) SINGLE HEAD ARROW SIGN PAVEMENT W!Dni TR/\NSITION SIGN ROAD NARROWS DOUBLE ARROW SIGN ROAO WORK AHEAO DETOUR AJ--IEAD ROAO CLOSED AHEAO STOP SPEED UWT SIGN NO RIGHT TURN NO LEFT TTJRN R3-2 ·R3-5(L/R) R3-7 R3-18 MANO/\TORY MOVEMENT LANE CONTROL (L/R) RIGHT LANE MUST TURN RIGHT R4 -7 R9-Jo Rg-3b(L/R) R10-11 R1 l-2 R11-4 NO LEFT/U TURN l(EEP RIGHT NO PEDESTRIAN SYMBOL SIGN USE CROSSWALK (LEFT/RIGHT) NO TURN ON RED ROAD CLOSED ROAD CLOSED TO THRU TRAfftC R4-7o KEEP RIGHT (SUPPLEMENTAL SIGN TO BE MOUNTED ON DEUNEATOR) OMt-3 OM4-3 LEGEND: TYPE 1 OBJECT MARKER (YELLOW) ENO-OF-ROAOWAY UARl<ER (RED) : EXISTING SIGN NEW SIGN AND POST TYPE TWO BARRICADE H : TYPE THREE BARRICADE OELINEATOR wrrH WHITE REflECTNE TAPE ~ ARROW BOARD @ SfGNAUZED INTERSECTION ➔ DIRECTION OF TRAVEL © COVER EX. CONFLICTING SIGN DURING CONSTRUCTION @ POST NO STOPPING SIGNS ® TT.AGGERS ,0 GRAPHIC SCAf.£ !"' = so· ,oo REACH C WATER LINE SUPERIOR AVE. s/o INDUSTRIAL WAY PHASE I J50" SUPERIOR AVE. ( 350" MERGE TAPP< REACH C /YATER LINE SUPERIOR AVE. s/o INDUSTRIAL WAY PHASE 11 ( OH(<O) __ .!... n SUPERIOR ( AVE ➔ ' ~· - 35()' M(>) ,~· 350" W\-J(R): 0 W1-6(L): IE] W5-1: W12-1: W20-1: w20-2, W20-3: '"' Sfl>r"P'" ~·" ,~,. 350' MERGE TAPER SCJ: (CA Code) C9A: {CA Code) C\7(25): (CA CoM) C20(L): (CA Code) C20(2L}: (CA Code) C27: {CA Cod•) <i'> 200' SHIH TAP(~ @ 20:1 RJ-1: RJ~5(R): R.3-1: R3-18: R4-7a: R4-7: \ / R9-Jb: ~ R10-11: R\1-2: R11-4: "° ruru, °'' sro ROAD CLOSED G20-2:~ M4-10: ~ OM4-3: ♦ (RED) OM1-3: ♦ (ORANGE) INDUSTRIAL WAY INDUSTRIAL WAY C-3728 PlANS PREPARED 8Y: l--+--+--------+--1""""~ } INDUSTRIAL WAY 36" WATER mf. j ft c;/, MAIN REPLACEMENT l--i--J------------+--J~£. m~ i----'.C:.CRCEACC-H'-"CC'-VOIACTCECR~LlcNcEcc.'-----J TRAFFIC CONTROL ENGINEERING, INC. 231 L IMPERlAL. HWY. SUITE 241 FULLERTON, CA 92835 (714) 447-6077 FAX (714) 447-6081 J/!9/07 OK mW. SIJ&UIT/>J.. llE¼SIOllS l>ln: 2·3-'-D:J___ SUPERIOR AVE. s/o !NDUSTRIAL WAY cm:o:w ox llllE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5312-S st1ECT 15 Of 19 16TH ST/INDUSTRIAL WAY @ SUPERIOR AVE. r PHASE I NIGHT WORK CLOSE X-WALK W/ R9-3o & R9-3b SIGNS & COVERING OF PED. SIGNAL INDICATIONS & PUSH BUTTONS. "' r ___ ~t-~~':--=--===-'c'.:._· EYE CONTACT MUST BE MA!NTA!NEO BElWEEN FlAGGERS OR USE 2-WAY RADIO COMMUNICATION. PUT TIW"flC SIGNAL ON fil-WAY fl.ASH DURING TI·IIS PHASE OF WORK. 4~0' SHIFT T/IPER @ 20:1 3.50' IIERGE JWER J50' 350' J50' i----~·,~-----1--~, •. ~-1 SUPERIOR AVE. INDUSTRIAL WAY 16TH ST/INDUSTRIAL WAY @ PHASE II SUPERIOR A VE. J50' Underground Service Alert Call: TOLi.. FR[E 1-800 422-4133 mo WORKING DAYS BEFORE YOU DIG NIGHT WORK 350' 1-!ERGC TAPffi so mo GRAPHIC SCALE 1" ~ 50' 460' SfllFT TAl'fJl O 20:! n CLOSE ONE X-WALK AT A TIME W/ R9-3o & R9-3h SIGNS & COVERING OF PED. S!GNAL INDICATIONS & PUSH BUTTONS. CilY OF NEWPORT BfACH CORP. YAliD r INDUSTRIAL WAY :150' 1,!ERGE T~FER AVE. \llf-2(1)C20(\.) PLANS PREPARED BY: TRAFFIC CONTROL ENGINEERING, INC. 231 E. IMPERIAL HWl'. SU/TE 241 FULLERTON, CA 92835 (714) 447-6077 FAX (714} 447 -6081 16TH ST. TRAFFIC CLOSURE/DETOUR PLAN BETWEEN POMONA A VE. & SUPERIOR A VE. : EXISTING SIGN • NEW SIGN AND POST ; TYPE TWO BARRICADE H : TYPE Tl-!REE BARRlCAOE DEUN£ATOR WITH WHITE REFLECTNE TAPE : ARROW BOARD : SIGNALIZED INTERSECTION DIRECT/ON OF lRAVEL : COVER EX. CONFLICTING S!GN DURING CONSTRUCTION @ : POST NO STOPPlNG SIGNS ® : FlAGGERS -----------: DIRECTION OF DETOUR C-3728 =® INDUSTRIAL WAY 36" WATER l-----,C-----!-----------+---l~~1~ 1,----,,~,T~H,..::~~);:~~~u~s~~;~~A'.'~. ~i:-~AY~c~;~M~,u~~~~~R T~,o~R-A~V~E.---, S,.-E>lfE ?, p 3, ,~ -o 7 TRAfflC CLOSURE/DETOUR PLAN J/19/01 DK FINAL SUBMITTAL n 16TH ST. BETWEEN POMONA AV£. & SUPERIOR AV£. IW'o ocs.,;mi O.K. OR,IJill DC. CHY Of NEWPORT BEACH W-5312-S ca:cra, O.K. E>ln: PUBLIC WORKS DEPARTMENT SHEET !6 Of 19 Underground Serv ice Ale rt '. Co II : TOLL FREE 1-800 422 -4 133 1WO WORKIN(; DAYS BEFORE YOU DIG SUPERIOR AVE. W20-1 f ~ I . W2o-3 350 J IIJ.JSTRW. WAYI • R3-2 EXCEPT LOCAL ACCESS 1,--,-------:...•1 cf o R10-11c ~ ®.~ 7 ' - 11'\) c/o G20-2 ~ LEGEND: EXISTING SIGN I NEW SIGN AND POST l TYPE TWO BARRICADE H TYPE THREE BARRICADE • DELINEA TOR WITH WHITE REFLECTIVE TAPE ~ ARROW BOARD ® SIGNALIZED INTERSECTION ➔ DIRECTION OF TRAVEL D ~ R2 -1 5) ~-R3-1 EXCEPT LOCAL ACCESS c/c - NOIISTRIIJ. WAY -W20-1 © COVER EX. CONFLICTING SIGN DURING CONSTRUCTION @) POST NO STOPPING SIGNS ([) : FLAGGERS c/c 100' 350' W20-1 - NEWPOR f/-;:,,_y T BLVD 1 / I I I I I I I I I I I I Jso• I / / / I I I I I I 2 100· W2o-3 INDUSTRIAL WAY ' I ~o/ WAYI SUPERIOR AVE. TO NEWPORT BLVD. \ 50 CITY OF NEWPORT BEACH CORP . YARD 0 50 GRAPHIC SCALE I " ~ 50' TH05-17 INDNEWP4.D¥1/G 3/16/07 100 NIGHT WORK I1'.JDUSTRIAL WAY I U_LJ l_l_l CONTRACTOR SHALL PROVIDE LOCAL & EMERGENCY ACCESS WITH FLAGGERS PER WATCH DURING THIS PHASE OF WORK. 150 -iof £ ss <>~ "ID "' \ c'.' I ~ ~t<W * f,q,12-Jl-08 TRAFFIC CAL I' I I R1-1 / y """ /4,_3 = FAST ,OOD RESlUARANT PLANS PREPARED BY: TRAFFIC CONTROL ENGINEERING, INC. 231 E. IMPERIAL HWY. SUITE 241 FULLERTON, CA 9 2835 (714) 447-6077 FAX (714) 447-6081 .1/19/07 DK DATE BY I I I FINAL SUBM ITTAL DESCRIPTION REVISIONS I I I I 100· I II i'' ',:, \ri~ WAYI \'\c:,.. Rl-1 15TH S T. \ APPROVED \ ( ~W20-1 APP'O DESIGNED DK DRAWN D.C. CHECKED DK DATE L INDU STRIAL WAY 36" WATE R MAIN REPLACEMENT INDU ST RIAL WAY SUPER IOR AVE . TO NEWPORT BLVD. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5312-S SHEET 17 OF 19 LEGEND: H • EXI STING SIGN NEW SIGN AND POST TYPE TWO BARRICADE TYPE THREE BARRICADE DELINEATOR WI TH WHITE REFLECTIVE TAPE ARROW BOARD SIG NALIZED INTERSECTION DIRECTION OF TRAVEL COVER EX. CONFLICTING SIGN DURING CONSTR UCTI ON POST NO STOPPIN G SIGNS FLAGGERS REMOVE CONFLICTING PAVEM ENT MAR KINGS FLAG TREE(HIGH LEVEL WARN ING DEVICE) W20-1 W20-1 TWO WORKING DAYS BEFORE YOU DIG FAST FOOD RESTUARANT N EWPORT BLVD . -R211(-45) ~-G20-_1 2 __ ---------- 50 C30 I C30 I 220' TANGENT ~:? -----------== ,,.,.---'--T W20-1 FAST FOOD RESTUAR/\NT R2-1(45) 0 50 100 GRAPHI C SCALE 1" = 50' INDNEWPl T/305-1 7 .3/16/07 150 INDUSTRIAL WAY W20-1 -:: I I L_ 100' :::'V t Ji! I 100' W5-1 ..... :~: R4-7a ~:!• • iif-7• C1 :;; • • Wl-·:: ~ N 0 @ NEWPORT BLVD. @ INDUSTRIAL PHA S E I WAY • • \ Rt-1 • "T'R4-7o R+-7a CONTRACTOR SHALL NOTIFY CALTRANS TO PLACE TRAFFIC SIGNAL ON RECALL (E/8 DIRECTION) DURING THIS PHASE OF WORK. INDUSTRIAL WAY 100' ,/c " !l CLOSE X-WALK W/ R9-3a & R9-3b SIGNS & COVERING OF PED. SIGNAL INDICATIONS & PUSH BUTTONS . PLANS PREPARED BY: TRAFFIC CONTROL ENGINEERING, INC. 23 1 E. IMPERIAL HWY. SUITE 2 4 1 FULLERTON, CA 92835 (7 14) 447-6D77 FAX (714) 447 -608 1 3/19/01 DK DATE BY NIGHT WORK NEWPORT BLVD . 350' NEWPORT BL VD . @ INDUSTRIAL PHA SE II FINAL SUB MITTAL SAF DESCRIPTION APP'D REVISIONS NIGHT WORK NEWPORT BLVD. APPROVED .E. NO 46214 DATE ~16 ... , DESIGNED D.K. DRAWN D.C. CHECKED D.K. DATE C-37 28 INDU ST RIAL WAY 36" WATER MAIN REPLA CEMENT NEWPORT BLVD. @ IN DUSTRIAL WAY CI TY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5312-S SHEET 18 OF 19 Underground Service Alert Coll: TOLL FRff 1 800 122-4133 11'/0 1'/0RKIIIG DAYS 8f.FORE YOU DIG ,0 100 GIMPHIC SCALE 1" ~ 50' OLD NEWPORT BLVD. ORANGE A VE. 15TH ST L£GENO; EXISTING SIGN NE)'/ SIGN AND POST TYPE TWO BARRICADE TYPE THREE BARRICADE DELINEATOR WITH WHllE REFLECTIVE TAPE !f§I ARROW BOARD ® · SIGNALIZED INTERSECT/ON ➔ DIRECTION Of TRAVEL (D COVER EX. CONFUCTING SIGN DURING CONSTRUCTION @ POST NO STOPPING SIGNS @ FlAGGERS INDUSTRIAL WAY NEWPORT BLVD. IH-ll>(R) Pl.ANS PREPARED BY: TRAFFIC CONTROL ENGINEERING, INC. 231 E. IMPERIAL HW(. SUITE 241 FULLERTON, CA 92835 (.714) ,447-6077 FAX (714) 447-6081 C-3728 =·w I t) INDUSTRIAL WAY 36" WATER 1----1--+--------+---l ,,,-z)iJ--A-----. MAIN REPLACEMENT l----l---l----------___jc-----1 01¥~~~ 1----"''"o"L-'-D-'-N"'E"w"'p"o-'-R"T=B::cl v"o-'-.'------1 ,-,,-,,-.+-,~,+---Fl-N-AL-~SU_B_M_ITT_AL ___ --1-SAf=-l ™1£ :1 ~ 1"' _,:n ORANGE AVE. -15TH ST. OCIDlill DX. Dl'iJltt OC ,CITY OF NEWPORT BEACH W-5312-S Rf.\'lSIOIIS ,;;l£O:Ill 0.K D/,,lE PUBUC WORKS DEPARTMENT SHill 19 Of 19