Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
W_5243_S
...-----·-------------------------------------------------------------------------------------------..... CIT GROUND 36-INCH MESA CONSOLIDATED WATER DISTRICT FILE N . MC-1437 CITY OF COSlTA MESA APPROVED TOA WORK IN PUBLIC R/ w • / --~ c___)'.,/,/ ASSIST ANT CITY ENGINEER ·S DA TE /C>-t l-°J-6 ERNESTO ;~UNOZ RCE 47643 EXP 12-31-99 OJF PUBLIC WORKS DEPARTMENT ATER DEVELOPMENT PROJECT ATER TRANSMISSION MAIN APPROVEJD BY PUJBl,IC WORKS DIRECTOR R.C.E. 16791 APPROVE][J) BY UTILITIES MAN AGER R.C.E, 25553 ~\. _!) PREPARED !BY: ___ '\~~='"'-,------------4[=._..£------------- DE N ENGINE r~KM CONSULTING ENGINEERS R.C.E. 50292 IOI PACIFICA SUITE 150 IP11 ''l"' ~A 92718 , .. ~11'\!_ l, (714) 753-7333 RECORD DRAWINGS These_~ lt!rawirngs lia~® l:l!l~!i 11repar®d based on infom·, submilte<I m il<Jrt 0l/ @!hews. Whole this •lllormalion is believed tG . , reliare,ASLConsulilng IE!lgineeu-s is nolresponslblefor its accuracy nor or errors or omissions Whieh may have been incorporated int~ these plans as a result. ~~"'-- ~"'\'I l04?,l;:: . . 'S , '{\',: '\ • No,COSf'';.. ; • ~ -.: ;.J.p,, l ·;: ·: en <,.(:soln : •, ' I -'~ ' j W-52'13-S SHcET I OF LI I - - BPKER I /ff ci ci ~ ~ ~ m u .....: ~ iS5 -~-1-----/-J'--_.'.cAO~AM:'.:S _ _:_IV'.:E.:__~-t- C:0 ORANGE z 0 f- t:) z t;; 1-1 ~ t ~ I CITY OF COSTA MESA I LL. 0 >-f-,-, u VICTORIA w > <I w u <I _J _.J-.,.__ CL -INDICATES /JREA SHONN ON LOCATION MN' VICINITY UAP NOT TO SCALE SYMBOL LEGEND • 0 b' □ ---0--- /j, -x-x-x- 0 00 .LLL. .LLL .LLL .LLL.- :':·(11i'-'1'1' I: ::,:,>,:,:-: I-·.·.·.·.· · • .. · I ~////////la ---- ----- ---t_--- ----s---- ------W- ---G--- --E-- -TEL-- --TV-- -SP-- :0: ~ :mo. '.&//. PCN/ER POLE MN/HOLE FIRE HYDRNIT METER BOX VN..VE f'(J/IER POLE NICHOR MONUMENT FENCE BLOCKWALL TREE SHRUBBERY ASPH/JLT PAVEMENT BRJCKWAfJ< CONCRETE BUILDING EXISTING CONSTRUCTION PROPE/?JY LJNE NEW CONSTRUCTION CENTERLJNE SEWER LJNE WATER LJNE GAS UNE POWER LJNE TELEPHONE LJNE CABLEv/SION LJNE SPRINKLER SYSTEM STREET LJGHT TREES MID SHRUBS FINISH GRADE Underground Service Alert Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG ~ 0 m ~ ~ ~ COAST COL1_EGE ST. I ;f::- 1f5 if 3 !;I ~ " ~ ORANGE CO. FAIRGROUNDS CITY OF COSTA MESA PERMIT CONDITIONS I. N.L WORK, DEi/iCES AND MATERIAJS SHAlL COMPt.:f WITH THE CAJIRNIS MNIUA/_ OF TRAFFIC CONTROIS IN CONSTRUCT/ON AND MAINTENANCE ZONES AND WITH THE WORK AREA TRAFFIC CONTROL HANDBOOK. (LAT EST EDITION/ 2. ALL TRAFFIC DETOURS SHN.L BE Al'PROVED BY THE CITY TRANSPORTAT/0/I SEWICES Dll/5/0/I. THE CONTRACTOR SHN.L OBT AIM A PERMIT FRO/I THE PUBUC SERI ICES DEPARTMENT PRIOR TO PERFORMING ANI' WORK. J. ANY WORK WITHIN THE CAI.TRANS RIGHTS-OF-WAY I/UST BE Al'PROVED AND COORDINATED BY C1'LTRANS 4. AI..L TRAFFIC WOPS DAIIPGED BY THE CONTRACTOR'S OPERATI0/1S SHN.L BE REPAIRED WITHIN (21 WORKING DAYS OF FINA/_ PAVING OPERATIONS 5. THE CONTRACTOR SHN.L MAINTAIN THE FOil.ON/NG VEHICULAR TRAVEL LANES. THE MIN/MUii LANE WIDTH SHAil. BE /0', IF ADJACENT TO A CURBED GUTTER, THE MIN/MUii LANE WIDTH SHAil. BE 12'. 6. NO 'CROSSWEFr TRAFFIC PATTERNS, REQUIRING TRAFFIC TO DR/IE ON THE LEFT SIDE OF AN!' MEDIAN, Will. BE PERMITTED UNLESS SPEC/FICAll.Y Al'PROVED BY THE TRAFFIC ENGINEER 7. THE CONTRACTOR SHAil. MAINTAIN ON A 24-HOUR BASIS All. SIGNS, DEUNEATORS, BARRICADES, ETC. TO INSURE PROPER FLOW AND SAFETY OF TRAFFIC. THE CONTRACTOR SHAil. HAVE All. TRAFFIC CONTROIS, PROPERLY INSTAil.ED PRIOR TO THE BEGINNING OF WORK AND SHAil. NOT SWITCH TRAFFIC CONTROL TO SIJBSEOUENT PHASES OF WORI( DURING WORKING HOURS 8. THE CONTRACTOR SHAil. BE RESPONSIBLE FOR THE PLACEMENT OF ADDITIONAi_ DEi/iCES NECESSARY TO ASSURE SAFETY TO THE PUBUG AT All. TIMES DURING CONSTRUCT/ON 9. THE PRWISIONS OF THIS PLAN SHAil. APPLY UNTIL All. PHASES OF THE WORK WITHIN PUBLJC RIGHT-OF-WAY ARE COMPLETED 10. CONSTRUCTION OPERATIONS SHAil. BE CONDUCTED IN A MANNER AS TO C,'/JSE AS UTTl.E INCONVENIENCE AS POSSIBLE TO ABUTTING PROPERTY OWNERS I I. THE CONTRACTOR SHAil. PROIIDE FOR /CCESS TO All. ADJACENT PROPERTIES AT All. TIMES, UNLESS Al'PROVED OTHERWISE BY THE ENGINEER 12. THE CONTRACTOR SHN.L PROVIDE SAFE PEDESTRIAN ACCESS AT All. TIMES 13. TEMPORARY FENCING SHAil. BE PLACED NlOUND OPEN TRENCHES IN THE PUBLJC RIGHT-OF-WAY DURING NON CONSTRUCT/OIi HOURS /4. POST "TEMPORARY NO PARKING TOW AWAY' SIGNS DEFINING THE TIME AND DATE OF THE RESTRICT/ON 24 HOURS PRIOR TO WORK EXCEPT AS FOU1J/IS: 35 HOURS PRIOR TO WORK SCHEDULED FOR A MO/IDAY OR THE DAY AFTER A HOUDAY AND 48 HOURS PRIOR TO WORK SCHEDULED FOR A WEEKEND OR A HOUDAY /5, NOTIFY BUSINESSES ADJACENT TO THE WORK AREA 7 DAYS PRIOR TO THE ST ART OF WORK /6, THE CONTRACTOR SHAil. BE RESPONSIBLE TO NOTIFY RESIDENTS AND BUSINESSES, IN WRITING 7 DAYS IN A[J(ANCE OF AN!' WORK THAT INVO/JIES UMffED ACCESS. THE CONTRACTOR SHAil. PROVIDE WRITTEN VERIFICATION TO THE ENGINEER THAT THIS HAS BEEN ACCOIIPLJS/iED 11. NOTIFY 'COSTA MESA DISPOSAi. iNC.' OF AN!' UM/TAT/ON TO ACCESS FOR TRASH PICK-UP (714 646 46111 18. COORDINATE wrrH THE ORANGE COUNTY TRANSPORTATION MHORITY TO ENSURE SAFE OPERATION OF BUSES AND ACCESS TO BUS STOPS Ill THE CONSTRUCTION AREA 19. All. SIGNS SHAil. BE REFLECTOR/ZED AND STANDARD IN SIZE. WHERE TRAFFIC CONTROL SIGNING CONFUCTS WffH EXISTING SIGNING. THE CONTRACTOR SHAlL COIER EXISTING SIGNS IN A MANNER APPROVED BY THE ENGINEER CITY OF IRVINE U.C.I. . R- , I I / 20. TYPE I OR II BARRICADES MAY BE USED IN ADDITION TO DELJNEATORS AT THE DISCRETION OF THE CONTRACTOR, WHEN THEY ARE INTENDED TO PROVIDE ADDITIONAi. EMPHASIS IN AREAS WHERE WORKERS ARE PRESENT 21. THE CONTRACTOR SHAlL UTIUZE FLAG MEN DURING WORK HOURS AS DEEMED NECESSARY BY THE CITY 22. WHERE LJGHT ARE USED TO DEUNEATE THE TRAVEL WAY THROUGH THE WORK AREA THEY SHAil. BE TYPE 'C' STEAOY BURN LAI/PS ZJ. FLASHING YEil.ON BEACONS, TYPE 'B' SHN.L BE USED ON N.L C/8 SIGNS AND TYPE Ill BARRICADES GUARDING THE WORK AREA FOR WERNIGHT WORK. THE FLASHERS SHAI..L NOT BE USED TO CHANNEUZE,SEPARATE OR DEUNEATE THE PATH THAT TRAFFIC IS TO FOil.Oii 24. All. CONFUCTING STRIPES, PAVEMENT MARKINGS AND LEGENDS SHAil BE COMPLETELY REMWED BY ABBRASIIE BLAST CLEANING OR OTHER METHOD N'PROVED BY THE ENGINEER WITH IMMEDIATE CLEANUP OF RESIDUE 25. FOR DEUNEATION OF NEW REQUIRED VEHICLE PATHS. USE PRESSURE SENSffNE TRAFFIC MARKING TAl'E AND/OR TYPIC1'l STRIPING PAINT AND/OR RAISED PAVEMENT MARKERS TO SUPPLEMENT THE CHANNEUZING DEi/iCES 26. TRAFFIC MARKINGS INST A/_L[D DUE TO DETOUR RE()/J/REMENT SHAil. BE REMOIED BY WET SANDBLAST/NG I11/IEDIATEt.:f AFTER COMPLETION OF WORK 27. PRWIDE TEMPORARY RESTRIPING AT THE CONCLUSION OF EACH WORK,NG DAY FOR AN!' CENTER UNE OR LANE UNE WHICH IS OBlffERATED BY CONSTRUCTION 28. STRIPING AND MARKINGS SHAil. CONFORM TO THE ST ATE OF CAUFORNIA STANDARD PLANS AND SPECIFICATIONS AND TO THE CITY OF COSTA MESA STANDARDS, AND SHAlL CONFORM TO CITY OF COST A MESA STENC/15 29. N.L STRIPING AND PAVEMENT MARKINGS DAMAGED BY CONSTRUCT/ON SHAil. BE REPLACED WITH /DENT/CA/_ PAINTED STRIPING. SHAI..L BE REPLACED WITH 2 COATS OF PAINT; THE SECOND COAT APPLJED 7 DAYS AFTER THE FIRST COAT JO. THE CONTRACTOR SHAil. BE RESPONSIBLE FOR MODIFYING TRAFFIC SIGNAIS AS REQUIRED TO PROVIDE FOR SAFE AND EFFICIENT MWEMENT OF TRAFFIC: INCWDING PHASE CHANGES, COVERING OF VEHICLE HEADS, OR OTHER HARDWARE MODIFICATIONS. THE CONTRACTOR SHAil. COORDINATE WITH THE CITY OF COSTA MESA TRANSPORTATION SEW/CES AT (714) 754-5334, 2 WORKING DAYS PRIOR TO WORK AFFECTING SIGNAi_ OPERATION OR EQUIPMENT JI. THE CONTRICTOR SHAil. BE RESPONSIBLE FOR THE LOCATION AND PROTECTION OF S/GNA/_ AND INTERCONNECT CONDUITS, WHERE DAI/AGED IS C,'/JSED f!r' THE CONTRACTORS OPERATION. THE CONTRACTOR SHN.l lMIIED/ATEt.:f REPUCE THE DAIIJGED CITY FACILITY AT NO COST TO THE CITY OF COSTA MESA 32. TRAFFIC SIGNAJS SHUT DOWNS GREATER THAN 15 MINUTES SHAil. REQUIRE THE PRESENCE OF TWO UNIFORM POUGE OFFICERS TO DIRECT TRAFFIC. AI..L RELATED EXPENSES AND WJGES OF THE POLJCE OFFICERS SHN.L BE BORNE BY THE CONTRACTOR 33, THE CONTRACTOR SHAil. ?ROI/DE THE ENGINEER 72 HOURS A[J(AJICE NOTICE PRIOR TO ANY TRAFFIC 5/GNA/_ SHUT DOWN, AND SCHEDULE OF POUGE TRPFFIC CONTROL 34. ANY DEY/AT/ON FROM THESE PLANS REWIRES AN APPROVA/_ BY THE ENGINEER 48 HOURS PRIOR TO WORK 35. THE CONTRACTOR SHAil. PLACE A[J(ANCED CONSTRUCTION NOTIFICATION SIGNING INDICATING THE UTIUTY COMPANY OR CONTRACTOR PERFORMING THE WORK W STH ST C,:/{l"EI/ T(JIINC ST sr sr LOCATION UAP NOT TO SCALE PROPOSED REICH 4 1:;/x-;::--;-------1 -PHASE 2 PROJECT LDCAT/ONS /SEE INDEX IIAP SHT 4/ HON) Mf!MOR/AL HOSPffAL CITY OF COSTA MESA GENERAL NOTES 1-Nlt. /. All. WORK AND MATER/A/_$ WITHIN THE PUBLJC RIGHT-OF-WAY SHN.L CONFORM TO THE CITY OF COSTA MESA STANDARDS. THE CONDITIONS OF APPROVA/_ AS Al'PROVED IN 1995, AND SHAlL 1/EET THE Al'PROVA/_ OF THE CITY ENGINEER. 2. All. WORK SHAil. BE PERFORMED AND All. MATER/A/_$ SHN.L BE IN ACCORDNICE WITH CITY OF COSTA MESA STANDARD DRAWINGS AND THE STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCT/ON.(GREEN BOOK I CURRENT EDITION. 3. CONTRACTOR SHAil. FURNISH ANO INST All. All. S/GNS,UGHTS, BARRICADES.FLASHING ARROW BOARD AND ANY OTHER TRAFFIC CONTROL OR WARNING DEYICES,/NCLUDING FLAGMEN.AS MAY BE REWIRED BY THE CITY ENGINEER. A/J_ ITEMS MENTIONED SHAil. BE IN CONFORMANCE WITH THE CURRENT REWIREMENTS AS SPECIFIED IN THE LATEST EDIT/OIi OF THE 'CONSTRUCT/ON SAFETY ORDERS,' AND W.A.Tl:Jf.MANUA/...FAIWRE TO DO SO Will BE CITED UNDER THE Al'PUCABLE SECTION OF THE c.vi::. NID CORRECTNE COSTS TO THE CITY Will BE CHARGED. 4. CONTRACTOR SHAil. OBTAIN ENGINEERING DI/IS/ON EXCAVATION A/ID ROUGH GRADE PERMITS PRIOR TO START OF ANY ON -OR OFF -SffE CONSTRUCT/ON AND/OR GRADING AND REQUEST INSPECTION FROM CITY ENGINEER/NG DNIS/0/I 24 HOURS IN N)IA/ICE OF PERFORMING AN!' WORK. TELEPHONE (714/ 754--5323. THE CONTRACTOR SHAil. MA/NT A/N A COPY OF PERMITS AND SIGNED PLANS ON THE JOB srrE. 5. LOCATE A/ID PROTECT All. EXISTING UT/lff/ES IN PLACE. SUB/lff NOTIFICATION LETTER Al1JNG WITH PLANS TO SOUTHERN CAUFORNIA ED/SOIi, PACIFIC BEU. AND SOUTHERN CAUFORNIA GAS COMPANY PRIOR TO Al'PROVAI. OF PLAN. 6. All. CONSTRUCTION STAKING SHAI..L BE BY A UCENSED SURIEYOR AND CERTIFIED IN WRITING AS TO UNE AND GR/>DE PER APPROVED PLAN SUBMITTED TO THE CITY ENGINEER. 7. NO WORK SHAil. BE DONE ON ADJACENT PROPERTIES OR ADJACENT ONNERS IMPROVEMENTS WITHOUT OBTAINING WRITTEN PERI/ISS/ON FROM THE OWNERS OF THE ADJACENT PROPERTIES, AND SUBMITTING A COPY THEREOF TO CITY ENGINEERING DNIS/0/I. 8. WORK. ONCE BEGAN, SHAil. BE PROSECUTED TO COMPLETION WITHOUT DELAYS SO AS TO PROVIDE MIN/MUii INCONVEN- IENCE TO ADJACENT PROPERTY OWNERS AND THE TRAVE/JNG PUBUC. 9, THE AMOUNT OF ASPHA/_T BINDER TO BE MIXED WITH THE MINER1'l MGREGATE SHAil. BE 5.B PERCENT Bf DI« WEIGHT. 10. All. UNDERGROUND WORK SHAlL BE COMPLETE PRIOR TO AN!' SURF/CE WORK IN THE PUBLJC RIGHT-of-WAY. //. NO PROCESSED MISCEll.ANEOUS BASE MAY BE USED IN WAJJ(S AND CURB AND GUTTER IN LJEU OF CRUSHED AGGRE- GATE BASE 12. ANY LOT CORNER OR OGEMA BM.MONUMENT.OR TIE DESTROYED OR DISPLACED SHN.l BE RESTORED TO rrs ORIG/NA/_ POSIT/OIi BY A UCENSED SURvEYOR. ANY CHANGE IN LOCATION OR ELEVATION SHN.L BE REPORTED TO THE CITY ENGINEER AND OGEMA BY A LJCENSED LAND SURvEYOR ON 8½' x I I' PAPER (ONE SIDE ONLY! SHOWING LOCATION AND TIES ON LEVEL RUN. 13. All. EXISTING DRAINAGE COURSES ON THE PROJECT MUST CONTINUE TO FUNCTION, ESPEC/All.Y DURING STORM CONDI- TIONS, AND Al'PROVED PROTECTNE MEASURES AND TEMPORARY DRNNJGE PROIISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES OUR/NG THE PROJECT. IN All. CASES, THE CONTRACTOR SHAil. BE HELD UABLE FOR AN!' DAMAGE DUE TO OBSTRUCT/ON OF NATURA/_ DRAINPCE PATTERNS, /4. AI..L H,'/JL ROUTES MUST BE APPROVED f!r' THE MANAGER OF TRNISPORTAT/ON SERv/CES. 15. THE PROJECT SITE SHAil. BE MAINTAINED IN A 'WET-DO/IN' CONDITION TO THE DEGREE NECESSARY TO PREVENT EXCESS/IE DUST. PERIODICAll.Y, SP/1.1.PCE AND DUST SHAil. BE REMOVED FROM THE PUBUC RIGHT OF WAY BY SWEEPING OR SPRINKUNG, HONEI/ER, WATERING THAT RESULTS IN MUD ON PUBUC STREETS IS NOT PERMITTED AS A SUBSTITUTE FOR OTHER CLEANING METHODS. /6. NO OPEN EXCAVATION Will. BE All.OWED WERNIGHT. All. WORK SHAil. BE BACKFIil.ED OR PLATED AT THE END OF EACH DAYS CONSTRUCTION ACTNIT/ES. 17. All. PCC AND AC TO BE JOINED SHAil. BE SAWCUT IN A CLEAN. STRAIGHT UNE AS APPRWED B'f THE CITY ENGINEER. 18. 'AS-BUILT' DR1'111/NGS SHN.L BE SUBMITTED TO THE CITY ENGINEERING DI/IS/ON UPON COi/Pi.ET/ON OF IMPROVEMENTS AS SHOWN ON THE Al'PROVED PLANS. 19. All. TRENCH REPLACEMENT SHN.L BE PER CITY OF COSTA MESA STD No.8/J EMERGENCY TELEPHONE NUMBERS AGENCY DAYTIME NIGHTTIME SOUTHERN CN.JFORNIA GAS COMPANY SOUTHERN CN.JFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BE/CH /lffl/Jr/ES DEPT J COUNTY SAi/ff AT/ON DISTRICTS OF ORANGE COUNTY COi/CAST CABLEv/S/ON UNDERGRWND SERVICE ALERT COST A MESA S/'-1/ff ARY DISTRICT CITY OF COST A MESA MESA CONSOUDATED WATER DISTRICT (ENG DEPT! ATTN: JOHN CARLSON 634-3028 835-5200 25'H458 6#3011 962-2411 542-6222 /-81»422-4133 754-5043 754-5043 631-1291 BASIS OF REAR.ING§: 634-3129 800-325-0477 611 644-3111 962-2411 542-6222 75+5043 754-5043 631-12/XJ 35. A FLASHING ARROW BOARD SHAil. BE USED FOR E/JCH LANE CLOSED BASED ON AN INVERSE BETWEEN O.C.E.M.A. G.P.S. POINTS 6263 AND 6264 LOCATED AT 15TH & CATALINA AND 15TH & IRVINE AVENUE • RESPECTIVELY DATE BEING S 49"20'31' E BY MCWD STANDARD WATER CONSTRUCTION NOTES /. ENGINEERING PLAN CHECK/INSPECTION FEE AND PERFORMANCE GUMANTEE BOND SHN.L BE PAID ANO APPUCATIONIPERllff (AP J COMPLETED BY THE APPUCANT PRIOR TO THE APPROVA/_ OF THE PLANS AND ISSUANCE OF THE AP. FEES SHAil. BE IN ACCORDANCE WITH DISTRICT RATES AND DEPOSIT SCHEIJIJLE. 2. DEYELOPMENT IMPACT FEES SHAil. BE COll.ECTED BY THE DISTRICT AT THE TIME OTHER FEES ARE COll.ECTEO PRIOR TO APPROVA/_ OF PLANS OR SERI/CE JGREEMENT, WHICHEVER IS FIRST. THIS FEE SHAil. BE IN /JCCORDANCE WITH DISTRICT RATES AND DEPOSIT SCHEDULE. 3. WATER MAINS Will. BE /NSTA/_L[D fCCORDING TO THE LATEST STANDARDS AND SPECIFICATIONS OF THE MCWD- 4. CONTRACTOR TO HAVE, ON THE JOB SITE, A COPY OF THE LATEST STANDARD SPECIFICATIONS AT All. TIMES. 5. CONTRACTOR TO NOTIFY MCWD 48 HOURS PRIOR TO CONSTRUCTION (PHONE, 714-63/-129/-/NSPECTIOII DEPARTMENT). 6. SEPARATION BETWEEN SANITARY SEWER AND WATER MAINS Will BE /0' HOR/l- ONT A/_ AND I' VERTICAi... 7. SEW/CE I..ATERAJS Will. BE SET TO GRADE BY CONTRACTOR PRIOR TO THE !NST1'LLATION OF WATER METERS ANO BOXES (PER 1/CW/Js STANDARD DRAWINGS l,2,&31. 8. WATER METER Will. NOT BE INSTA/_L[D NOR WATER TURNED ON UNTIL THE BACKFLON DEi/iCES REQUIRED FOR THE BU/WING AND IRRIGATION SYSTEMS HAVE BEEN INSTAil.ED, TESTED, Al'PROVEO. AND CERTIFIED. CONTACT WATER OU1'llTY AT 714-574-JOJI. 9. PROTECT EXISTING UT/UT/ES IN PUCE. /0. WATER MAINS Will. HAVE 4Z MINIMUM WER TO FINISH GRADE. II. RAISE EXISTING WATER V1'LVE C/JIERS TO GRADE /PER MCWD STANDARD DNG /4). 12. INST AI..L FIRE HYDRANT PER MCWD ST AND ARD fJIIG 4 OR 48. /J INSTAil. Bl.OK-OFF PER MCWD STANDARD DR1'111/NG 9. 14 WATER MAINS Will. BE TESTED AT 225 PSI FOR FOUR HOURS. 15. BACKFIil MATER/A/_ IN PIPE ZONE Will HAVE A SANO EOUl/1'LENT OF JO OR GREATER. /6 THE B/JCKF/ll ABWE THE PIPE ZONE Will. BE COMPACTED PER MCWD STNIDARD DRAWING 18, ANO BE IN COMPUANCE WITH CCM STANDARD DRJ,W/NG 8/J. 17 CHIP 2' 'II' IN CURB F ICE TO IDENTIFY WATER SERv/CE LOCATION. 18 INST All THRUST OR GRAVITY BLOCKS PER MCWD DISTRICT ST AN DARO DWG II AND 12. /9 CONTRACTOR TO VERIFY DEPTH AND LOCATION OF N.l UT/UT/ES PRIOR TO TRENCHING. 20 CONTRACTOR TO INSTAil. TEMPORARY TAPS FOR TESTING ANO CHI.DR/NATION PRIOR TO CONNECTING TO EXISTING I/A/NS. 21 CONTRACTOR TO RETURN A/J_ MATER/A/_ REMOIED TO MCWD YARD, EXCEPT AC?, BROKEN CONCRETE, AND NATNE SOIL 22 WATER METERS AND BOXES TO BE INSTAil. BY 1/CWD BUT PAID FOR BY OTHERS. 23 A REDUCED PRESSURE PRINCIPLE ASSEMBt.:f Will. BE REWIRED ON All. WATER METERED SERIICES TO AN!' CONDOM/111/JII UJJff OVER TWO STORIES OR FNE OR MORE UNITS ON ONE METERED SEW/CE. CONT ACT WATER QUA/_/TY AT 7/4-574-/0JI. 24 IRRIGATION METERS Will. REQUIRE A REDUCED PRESSURE PRINCIPLE ASSEMBt.:f. 25 IN LANDSCAPED AREA NO TREES SHAil. BE LOCATED IN MCWD EASEMENT OR WITHIN 75'0F AN"( MCWD FACILITY, 25 A REDUCED PRESSURE PRINCIPLE ASSEMBLY Will. BE REQUIRED OIi METERED WATER SERIICES TO All. INDUSTRIAi_ BUILDINGS. /!1 A DOUBLE CHECK DETECTOR ASSEMBt.:f Will. BE REWIRED ON FIRE UNE SERv/CES. l'B FIREUNE SEWICES SHAil. NOT BE TURNED ON UNTIL THE DISTRICT ENGINEERING DEPARTMENT HAS REGEi/ED A LETTER FROM THE OWNER, OR HIS A/JTHORIZED />GENT, REQUESTING IT AND STATING THAT THE PLUMBING IS REAOY FOR THE FIREUNE TO BE TURNED 0/1. THE LETTER MUST AJSO CONTAIN THE MCWD FILE NUMBER, SIZE AND SER/A/_ NUMBER OF DEVICE, ANO JOB AODRESS. ACP Al:. B.C. C.B. CCM CFT CONG II_ CMSD CNB DEF D.J.P. DI DIA E ELEC E.G. E.C.R. EXIST. F.E. G ABBREV/AT IONS ASBESTOS CEMENT PIPE MCWD MGREGATE COURSE BEGIN CURvE I/IN CATCH BASIN M.J. CITY OF COST A MESA N CUBIC FEET P.C.C. CONCRETE PE CENTERUNE PROP. COSTA MESA S/JIIITARY DISTRICT RT CITY Of NEWPORT BE/CH RCP DEFLECTION RCSCP DUCTILE IRON PIPE DUCTILE IRON s DlftMETER S.C.E. EAST S.C.G. ELECTRIC SD END CURVE STA END CURB RETURN STL EXISTING ST.LT. FUWGEO END ST.STA GAS TELE MESA CONSOLJDATED WATER DISTRICT MINIMUM IIECHAN/C/JL JOINT NORTH PLNN END POINT OF COMPOJJND CURVATURE PROPOSED RIGHT REINFORCED CONCRETE PIPE REINFORCED CONCRETE STEEL C'fllNDER PIPE SEWER OR SOUTH SOUTHERN CNJFOR/1/A EDISON SOUTHERN CNJFORNIA GAS STORM DRAIN WATER UNE ST AT/ON STREET LJGHT STREET UGHT STREET ST AT/ON TEIEPHONE CITY OF NEWPORT BEACH GENERAL NOTES I. THE CONSTRUCTION OF All. PUBUC IMPRWEMENTS SHAil. CONFORM TO THE REWIREIIENTS OF THE NEWPORT BEACH CONSTRUCT/ON STANDARDS, STNIOARD SPEC/A/_ PROVISIONS.DESIGN CRffERIASTANDARD DRAWINGS AND THE 'STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION', /994 EDITION AND SUPPLEMENTS. Z. STATIONING REFERS TO CENTERLJNE OF PIPEUNE. 3. EXISTING UNDERGROUND UT/UT/ES ARE SHONN AS PER Ill A/1.J-BLE RECORDS. THE CONTRACTOR SHAil. BE RESPONSIBLE FOR VERIFYING THE ACTUA/_ LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCT/ON OF THE NEW FIC/lff/ES. 4. CURB DATA REFERS TO FACE OF CURB. 5. A1L EXPOSED CONCRETE SIJRFACES SHAil. CONFORM IN GRADE,COLDR AND FINISH TO All. ADJOINING CURBS AND WAfJ<S. 6. All. UNDERGROUND WORK SHAI..L BE COMPLETED PRIOR TO Pill/NG OF STREET AND DRIIEWAYS. 7. PAVEi/ENT SECTIONS SHONN ME I/IN/MUM AND SUBJECT TO REVISION AND APPROV Af_ OF THE CITY AS RE()/J/RED B'f SOIL TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 8. SEWER.WATER AND STORM DRAIN DISTANCES SHOWN IN PROFILE AND IN ESTIMATED OUANTIT/ES ARE HORIZONT Af_ DISTANCES. 9. THE CONTRACTOR SHN.L RE()/JEST INSPECTION FROM THE PUBUC WORKS DEPARTMENT 48 HOURS IN A[J(ANCE OF PERFORMING ANY WORK AT 6# 3311. THE PIJBUC WORKS DEPARTMENT INSPECTOR SHAil. AJSO BE NOTIFIED AFTER PLACEMENT OF FORMS AND PRIOR TO PLACEMENT OF AN!' CONCRETE FOR CURB & GUTTER SO THAT THE FORMS CAN BE CHECKED FOR UNE AND GRADE AND COMPARABILITY WffH EXISTING CONSTRUCTION. 10. THE WA/_/5 AND F/JCE OF All. EXC1'1/AT/ONS GREATER THAN (5/FEET IN DEPTH SHN.L BE EFFECT/IELY GUMDED BY A SHORING SYSTEM, SLOPING OF THE GROUND OR OTHER EWIIALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN FNE 15! FEET IN DEPTH SHAil. A/_$0 BE GUARDED WHEN EXAMINATION INDICATED THAT HAZARDOUS GROUND MWEMENT IIAY BE EXPECTED. I I. THE CONTRACTOR/SJ SHN.L OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NO. 10 ABWE FROM C1'l-OSHA 12. All. STORM DRAIN.SEWER AND WATER PIPE SHAI..L BE BEDDED PER CITY OF NEWPORT BEACH ST D-/05-L 13. DUCTILE IRON PIPE SHAI..L BE CLASS 52 MID SHAil HAVE AN 8 MIL UJOSE POLYETHYLENE ENCASEMENT AS PER SECTION 2<J7-9.6.2. OF THE STANDARD SPECIFICATIONS. 14. THRUST BLOCKS SHAI.L BE INST A/_L[D ON All. WATER MAIN FITTINGS IN ACCORDANCE WITH CITY OF NEWPORT BE/CH STD-5/0-L UNLESS OTHERWISE SHOWN ON THE DRAWINGS 15. WATER MAINS SHAil. HAVE A MIN/MUii OF 3CJ OF CWER FROM SUBGRADE. 15. N.L CONCRETE SHAil. BE 560-C-3250. 17. SLOPE ANCHORS SHN.L BE PROVIDED ON All. UNES IN ACCORD WITH CITY OF NEWPORT BE/CH STD-3I4-L 18. THE CONTRACTOR SHAil. NOTIFY THE FIRE DEPARTMENT 48 HOURS IN A[J(ANCE OF SHUTTING OFF ANY FIRE HYDRANTS AT 644-3/05. 19. THE FIRE DEPARTMENT SHAil. BE NOTIFIED 48 HOURS IN NJIANCE OF All. LANE CLOSURES. 20. All FLANGED PIPE JOINTS SHAil. BE JOINED UTIUZING TYPE 316 STAINLESS STEEL NUTS, WASHERS AND HEX-HE/>D BOLTS. GASKETS SHN.l BE FUU-FACED,CLOTH REINFORCED BUNA-N RUBBER. 21. FLEX AND TRANSITION COUPLJNGS USED TO JOIN PIPE IN WATER MNN CONSTRUCT/ON SHAil. HAVE All. THREADED PARTS AND JOINING HARDI/ARE FABRICATED FROM TYPE 3/6 STA/NIESS STEEL PIPE HARNESS ASSEMBUES, V1'LVE AND FITTING RESTRAINTS AND SHACKLE-CLAMP ASSEMBUES SHAil. BE JOINED UTILJZING TYPE 3/5 STAINLESS STEEL All-THREAD ROD, NUTS, BOLTS AND WASHERS. CLAI/PS, SHACKLES AND OTHER HARDWARE MAY BE CARBON STEEL OR DUCTILE IRON WHERE Al'PROPRIATE.BUT MUST BE COATED UBER1'lt.:f WITH CORROSION PROTECTNE MASTIC COMPOUND. 22. BOLTED CONNECTORS FABRICATED FROM TYPE J/6 STA/NIESS STEEL SHAil. H1'1/E THREADED PARTS COATED UBERAll.Y WITH NI APPROVED ANTI-SEIZE COMPOUND. 23. AI..L BOLTED AND THREADED FASTENERS SHAil. BE 1/ANUF ACTURED IN THE AND SHAil. CONFORM TO THE MINIMUM REQUIREMENTS FOR STRENGHT,MATER/A/_ CONSTRUCTION AND DIMENSION AS EST ABUSHED BY THE ASTM AND THE ANSI PECIFICATIONS. All. F ASTNERS SHAil. BE ACCOMPANIED f!r' WRITTEN CERTIFICATION FRO/I THE MANUFACTURER STATING COMPUANCE WITH THE Al'PROPRIATE SPECIFICATIONS. 24. All. MEGHAN/CA/_ JOINT FITTINGS SHAil. HIWE RETAINER GLANDS. RENCHMAR.JK:S: O.C.B.11. CM 2E 77 ELEV. 93355 ADJ 1915 IN THE SOUTH PART OF THE INTERSECT/ON OF SANTA ANA AVENUE AND 15rH STREET: 42 FEET SOUTHWEST OF THE CENTERUNE OF 15TH STREET,283 FEET SOUTHEAST OF THE CENTERLJNE OF SANT A ANA AVENUE, /.4 FEET BACK OF CURB FACE, 10.7 FEET SOUTHWEST OF THE SOUTHWEST END OF THE SOUTH CURB RETURN, IN THE TOP OF A COi/CRETE POST,ONE INCH HIGHER THAN THE CURB. OE.BJ.I. NB 5 12. 70 ELEV. 1/0A/l ADJ 1915 IN THE NORTHWEST PART OF THE INTERSECTION OF MONROVIA AVENUE AND lfi/"H STREET,32 FEET EAST OF THE CENTERUNE OF MOIIROVIA/!1 FEET NORTH OF THE CENTERUNE OF lfi/"H, IN THE TOP OF THE SOUTHWEST CORNER OF A CONCRETE SI.J-8, G.B. GRADE BREAK GRND GROUND V.C.P. w VffRIF/ED CLAY PIPE WATER OR WEST . .. . LEVEL WITH S/Df!{AfJ<. 1·.·-•-..,~n~ Lii·,.-·\1" ~t·1:-~·,_• r;r GRIP TIGHT /NV. EL INVERT ELEV AT/ON LT LEFT DESCRIPTION PPP' □ REVIS!ONS •1-'>e. Rec~rd Drawings have been prepared based <m ,r,rc: ""' ... ,uorn,tted m part by others. While this information is believed to oe ·sliable, ASLCol!.Sllllling Engineers is notres!)Onsible for its accuracy :"'' for el!'Ol'S Ill' omissions whk:11 ~ haw been Incorporated ;m,; ·,hese plans as a result. C-3004-t~ APPROVED ()( ) u . ..; .C.E. NO. _4""6s,:114,__ DATE G\-1~-'l<e- DESIGNED DRAWN J. LOAGUE S. PATTINSON CHECKED DATE J. MORENC B/16/96 r~KM CONSULTING ENGINEERS REACH 4 -36-INCH WATER TRANSMISSION MAIN -PHASE 2 GENERAL NOTES, VICINITY MAPS, AND ABBREVIATIONS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5243-S SHEET 2 OF 41 NB2NJ5~2.DGN 0 I a - " ~ z I 0 ~ D H 0 m D □ " D □ .., m 0 " D C ~ < z B C z < 0 rn TI D ' "' " " < " z m 0 ,, C ~ 0 n z ~ 0-14' x /2'TEE (FE x FE! 0-CONSTRUCT THRUST BLOCK PER CITY OF NEWPORT BEACH STD-5/0-L. SEE TABLE THIS SHEET 0--12" (FE x MJ! ADAPTER @--12• DR/4 PVC C-900 PIPE, BACKFILL AND BEDDING PER CITY OF NEWPORT BEACH STD-I06-L 0-16' DRIB PVC C-905 PIPE, BACKFILL AND BEDDING PER CITY OF COSTA MESA STD DWG No. 8/3 @-BUTT-STRAP CONNECTION 0----REMOVE AND RECONSTRUCT EXISTING CROSS GUTTER AND SPANDREL PER CITY OF NEWPORT BEACH STD-I85-L 0-12" CLASS /50 (FE x MJ! BUTTERFLY VALVE WITH VALVE BOX AND RISER PER CITY OF NEWPORT BEACH STD-508-L. STD-5I0-L-C AND STD-5/I-L 0-36" x 24" ECCENTRIC REDUCER (FE x FE! ®-36" go· ELBOW @-36" (FE x MJ! ADAPTER @-24" (FE x MJ! ADAPTER @-24"WATERLINE, BACKFILL AND BEDDING PER CITY OF NEWPORT BEACH STD-/06-L. ®-24" x /6' TEE (FE x FE! (Ji)-/6' DUCTILE IRON PIPE PER CITY OF NEWPORT BEACH STD-I06-L ©-/6" CLASS /50 (FE x MJ! BUTTERFLY VALVE WITH VALVE BOX AND RISER PER CITY OF NEWPORT BEACH STD-508-L. STD-5I0-L-C AND STD-5II-L ®-/6' DRIB PVC C-905 PIPE, BACKFILL AND BEDDING PER CITY OF NEWPORT BEACH STD-/06-L. @--24" x ¼" WALL CML&C STEEL PIPE (LENGTH • 5'-0"J @--12",90" ELBOW (MJ x MJ) @-24" x 24'TEE ®-36" WATERLINE, BACKFILL AND BEDDING PER CITY OF NEWPORT BEACH STD-/06-L @--12",ll¼"ELBOW (FE x FE! @-s"VICTAULIC COUPLING, STYLE 44 @-12" PRESSURE REDUCING VALVE @-12" CLASS 53, DUCTILE IRON SPOOL PIECE (FE x PE! ®--REMOVE EXISTING VALVE AND TEE. INSTALL /0" RESILIENT SEAT GATE VALVE (FE x GTJ @--12" SLEEVE TYPE COUPLING @-REMOVE AND REPLACE ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS @-12• CLASS 52, WCTILE IRON SPOOL PIECE (PE x PE! @-"LINK-SEAL' OR EQUAL ®-PRESSURE GAUGE ASSEMBLY @-14" x 12" TEE ®-6' x /0' PRECAST CONCRETE VAULT (BATHTUB TYPE! @-6' x 10' DIAMOND PLATE GALVANIZED STEEL, SPRING ASSISTED, HINGED, TWO PIECE, LOCKING COVER @--ADJUST ALL MANHOLE AND VALVE COVERS TO GRADE IN DESIGNATED PROJECT AREA ~REMOVE AND RECONSTRUCT EXISTING SIDEWALK, CURB AND ~ GUTTER TO NEAREST JOINT TNE ENTIRE PARKWAY WIDTH PER CITY OF NEWPORT BEACH STD-/80-L AND STD-/82-L CONSTRUCT PER CITY OF COSTA MESA STD 412 AND 312 ®-REMOVE AND RECONSTRUCT EXISTING CROSS GUTTER AND SPANDREL PER CITY OF COSTA MESA STD DWG No. 415 ®--8" PRESSURE REDUCING VALVE ®-8" CLASS 53, DUCTILE IRON SPOOL PIECE (FE x PE! @-30", 22 ½'ELBOW (FE x FEJ 0---B" SLEEVE TYPE COUPLING ~ 30"WATERLINE, BACKFILL AND BEDDING PER CITY OF COSTA ~ MESA STD DWG No. 8/3 @-8" CLASS 52, DUCTILE IRON SPOOL PIECE (PE x PE) @-6" CLASS 53 DUCTILE IRON PIPE (FE x FE! @--24" / I ¼. ELBOW @--PIPE SUPPORT PER CITY OF NEWPORT BEACH STD-522-L ©-6' x 8' ?RECAST CONCRETE VAULT (BATHTUB TYPE) @-6' x 8' DIAMOND PLATE GALVANIZED STEEL. SPRING ASSISTED, HINGED, TWO PIECE, LOCKING COVER CONSTRUCTION NOTES ®-24" x /6' TEE a__ REMOVE EXISTING 6' A.C.P. WATERLINE AS REQUIRED FOR CONSTRUCTION. ~ CONTRACTOR TO FIELD VERIFY EXISTING LOCATION OF 6' WATERLINE. REPLACE WITH 6" PVC DR/4 C-900 PIPE. CONTRACTOR TO PRWIDE TRANSITION COUPLINGS AS REQUIRED. @-LONG SLEEVE (MJ x MJJ ®-36", 32"57'50' ELBOW. FOR DUCTILE IRON USE 22 ½" AND I I¼" (FE x FEJ ELBOWS ®-/6'CLASS /50 (FE x MJJBUTTERFLY VALVE WITH VALVE BOX AND RISER PER M.C.W.D. STD. DWG.I4 ®-8" CLASS 53 DUCTILE IRON PIPE (FE x FE) ®-36' x 24' ECCENTRIC REDUCER ®-12' x 8" ECCENTRIC REDUCER (MJ x MJJ ®-6" x 8" D.I.P. ECCENTRIC REDUCER (FE x FE! ®-8" PVC SCH 80, VENT PIPING WITH LONG RADIUS BENDS ®-/4" x ¼" WALL CML&C STEEL PIPE, BEDDING AND BACKFILL PER CITY OF NEWPORT BEACN STD-/06-L @)-30" x 3/4" WALL CML&C STEEL PIPE PER CITY OF COSTA MESA STANDARD DRAWING 8/3 ®-30", 45' ELBOW (EXACT DEFLECTION ~ 48'47'08") CONTRACTOR SHALL PULL JOINTS ON EITHER SIDE OF ELBOW TO MAKE CORRECT DEFLECTION. MAX. PULL = 1.5° ®-30" x 12" TEE ®-30", 90" ELBOW @-36' x 30" ECCENTRIC REWCER ®--36" x 3/4" WALL CML&C STEEL PIPE PER CITY OF COSTA MESA STANDARD DRAWING 813 @-t4' x ¼" WALL CML&C STEEL PIPE PER CITY OF COSTA MESA STD DWG No. 8/3 ®-36'', 50'3/'29' 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 • /.5' @-STAR TIE ANCHOR /// JOINT RESTRAINER. FIG NO S/8 AS MANUFACTURED BY STAR NATIONAL PRODUCTS OR APPROVED EQUAL ®--36", 45· ELBOW (MJ x MJ! f;;;\ 12" DIA SUMP WITH CAST IRON GRATE AND FRAME, ALNAMBRA v_y--FOUNDRY CO NO A-2020 OR APPROVED EQUAL @)-WALL MOUNTED STEEL LADDER PER CITY OF NEWPORT BEACH STD-530-L ®-PVC VENT STACKS ARMORCAST OR EQUAL @-/2' DR/4 PVC C-900 PIPE, BEDDING AND BACKFILL PER CITY OF COST A MESA STD DWG No. 813 (i})-CRUSHED ROCK BASE MATERIAL (/2' THICK MIN.) ~ REMOVE EXISTING CURB, GUTTER AND SIDEWALK. CONSTRUCT WHEEL ~ CHAIR RAMP PER CITY OF COSTA MESA STD DWG No. 4/6 @-12• x 6"CLASS 54 D.I.P. (FE x SHOULDERED ENO) ®--14" CLASS 52 DUCTILE IRON PIPE, BEDDING AND BACKFILL PER CITY OF COST A MESA STD ONG No. 8/3 @-30" (FE x MJJ ADAPTER @-4"COMBINAT!ON AIR RELEASE AND VACUUM VALVE ASSEMBLY PER DETAIL@ ®--8" PVC -SOR 35 SEWER PER CITY OF NEWPORT BEACH STD-/06-L ~ 4' DIAMETER STANDARD MANHOLE PER CITY OF NEWPORT BEACH \::V STD-40/-L. CONSTRUCT MANHOLE OVER EXISTING 8" VCP SEWER. REMOVE CONFLICTING PORTIONS OF EXISTING SEWER AND PLUG CUT END WITH CONCRETE r;;;;-, --6' SEWER LATERAL CONNECTION PER CITY OF NEWPORT BEACH ~ STD-405-L AND STD-406-L. RECONNECT TO EXISTING HOUSE CONNEC- TION AT R/W. CONTRACTOR SHALL COORDINATE REMOVAL AND REPLACEMENT OF LATERAL WITH CITY OF NEWPORT BEACH (;;:;., --CONSTRUCT FIRE HYDRANT ASSEMBLY PER CITY OF NEWPORT ~ BEACH STD-500-L. UTILIZE EXISTING HYDRANT HEAD @-36' x 30" ECCENTRIC REDUCER (FE x FE! @-24", I I¼" ELBOW (FE x FEJ @-36" I I¼. ELBOW ®-30',90" ELBOW (FE x FEJ @-12", I I¼" ELBOW (MJ x MJJ (;;;:;\__ EXISTING M.C.W.D. A.G. PIPE SHALL BE REPLACED WITH CLASS ~ /50 AWWA C-900 P. V.C. PIPE /WHITE! OF THE SAME DIAMETER AS THE EXISTING AC. PIPE. LIMITS SHALL BE TO THE NEAREST JOINT ON EACH SIDE OF TRENCH. COUPLING ADAPTERS FROM A.G. TO P.V.C. SHALL BE SMITH-BLAIR STYLE 411 WITH STAIN- LESS STEEL NUTS AND BOLTS PER M.C.W.D. STANDARD SPECI- FICATIONS SECTION 7-09. CONTRACTOR SHALL PERFORM ALL NOTIFICATIONS FOR SHUT DOWNS AND DISTRICT SHALL PROVIDE SHUT DOWN TAGS. M.C.W.D. WILL MAKE ALL SHUT DOWNS FOR THE CONTRACTOR Q._ BELL OR SPIGOT END TO MATCH JOINT OF EXISTING REINFORCED ~ CONCRETE STEEL CYLINDER PIPE /CONTRACTOR TO FIELD VERIFY DIMENSIONS OF EXISTING PIPE! ®-24', II¼. ELBOW (MJ x MJJ @-24" STEEL x DI TRANSITION COUPLING r;:;-,_ RECONSTRUCT EXISTING CONCRETE DRIVEWAY PER CITY OF NEWPORT \c:..I BEACH STD-/64-L ~ REMOVE EXISTING 14" RCSCP AND REPLACE WITH 14" CLASS 52 DUCTILE ~ IRON PIPE, BEDDING AND BACKFILL PER CITY OF NEWPORT BEACH STD-I06-L @--14• STEEL x DI TRANSITION COUPLING ~ 24" CLASS 150 (FE x MJ! BUTTERFLY VALVE WITH VALVE BOX AND RISER ~ PER CITY OF NEWPORT BEACN STD-508-L, STD-5I0-L-C, AND STD-5I /-L Q_ 30" 45· ELBOW (MJ x MJJ (EXACT DEFLECTION = 48'47'08") CONTRACTOR ~ SHALL PULL JOINTS ON EITHER SIDE OF ELBOW TO MAKE CORRECT DEFLECTION. MAX. PULL = 1.5' @-12' 45· ELBOW (MJ x MJJ !EXACT DEFLECTION = 40'/8'00"! CONTRACTOR TO PULL JOINTS AS REQUIRED. MAX. PULL = 15 @--12" BLOW-OFF ASSEMBLY PER CITY OF NEWPORT BEACH (MODIFIEDJ STD-525-L @--12' 22 ½' ELBOW /FE x MJ! @-JU' x ¼" WALL STEEL PIPE TO 3(! CLASS 52 DIP TRANSITION COUPLING @-12' PIPE, BACKFILL AND BEDDING PER CITY OF COST A MESA STD DWG No. 8/3 @-14' (FE x MJ! ADAPTER @-12' x /2' TEE (FE x FE! @--6' x 6' DIAMOND PLATE.GALVANIZED STEEL. SPRING ASSISTED, HINGED. TWO PIECE LOCKING CO/ER, TRAFFIC RATED @--16" x 12" CROSS (FE x FE! @-/6' x 12' TEE (MJ X FE! @-/6' SOLID SLEEVE (MJ x MJ! @-REMOVE EXISTING /(J' ACP TO NEAREST JOINT AND CONNECT (CONTRACTOR SHALL FIELD DETERMINE LOCATION) @--/6' ,90' ELBOW (MJ x MJ! & /6' x 12' ECCENTRIC REDUCER /MJ x MJ! @-/6' (FE x MJJ ADAPTER @-36"WATERUNE, BACKFILL AND BEDDING PER CITY OF COSTA MESA STD DWG No. 8/3 @--EXISTING 24' RCSCP. CONTRACTOR TO REMOVE CONFLICTING PORTIONS INCLUDING THRUST BLOCKS AS REQUIRED. FILL REMAINING SECTIONS OF PIPE WITH GROUT AND ABANDON IN PLACE @-12" CLASS /50 /FE x FE! BUTTERFLY VALVE WITH VALVE BOX AND RISER PER CITY OF NEWPORT BEACH STD-508-L. STD-5I0-L-C AND STD-5II-L @-12:rwo WAY METER WITH FORWARD AND REVERSE INDICATOR/TOTAL- IZER INDICATION IN GPM AND TOTALIZATION IN HUNDRED CUBIC FEET & l2"CLASS 53 D.I.P. ©-BOND ALL JOINTS PER DETAIL @ @-t2"VICTAULIC COUPLING.STYLE 44 @--6' x 6' ?RECAST CONCRETE VAULT TRAFFIC RATED (BATHTUB TYPE) @-ELECTROLYSIS TEST STATION @-12',90' ELBOW (FE x FE! @-¾",316 SS ALL THREAD TIE BOLTS (8 REQUIRED! @-3(! x /2'TEE (FE x FE! r~KM CONSULTING EiNGINEEFIS DATE BY DESCRIPTION REVISIONS 25 REMOVE EXISTING MANHOLE. RECONNECT I" COPPER TO 14" WATERLINE 26 /6' x /2' TEE (FE x FE! 127 30" CLASS /50 (FE X MJ! BUTTERFLY VALVE WITH VALVE BOX AND RISER PER CITY OF NEWPORT BEACH STD-508-L, STD-5I0-L-C, AND STD-5II-L @-36" CLASS /50 (MJ X MJJ BUTTERFLY VALVE WITH VALVE BOX AND RISER PER CITY OF NEWPORT BEACH STD-508-L, STD-5I0-L-C, AND STD-5II-L RECORD DRAWINGS These Record Drawings have b6M s bm'lled I prepared based on informat1.:,, re~iabl~ ASrt:: by ~!llers. Whll~ this information ;s believed to be' -fur• nsult,!1g Engineers 1s not responsible for its accuracy, "-"'8e:::-,::~ which mayhawbeenlncorporale(llnto C-3004-N APP'D DESIGNED ,.;. LOAGUE DRAWN S. PATTINSON CHECKED DATE J. MORENO 8122/96 REACH 4 -36-INCH WATER TRANSMISSION MAIN -PHASE 2 CONSTRUCTION NOTES CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5243-S SHEET 3 OF 41 I u4 0 • I I IJ;. I -- ~ ---- ~ z I g D 'C' ~ :, ~ ~ , □ ~ • D , II D ~ ~ z 6 5 z PROPOSED IZ'--1__..,. PRESSURE REDUCING STATION MONRO.I/A AVE ' 16TH STREB! PROPOSED 36' PI..PCENTIA AVE WATERLJNE i---r-r--,----- , I I I I I I I , , I I r--- --r---- : l I I I I I ! ! i I Tl I I PROPOSED &''PRESSURE REDUCING STATION POMONA AVE ·-. j ~-- l lL.-YY SHTS 5,8,9.10,17,/8,25,/WD 36 SHT 6,17,25,/WD 37 SHTS 7,26,27,28,29,AND 38 SHEET INDEX SHEET DESCRIPTION I TfTLE SHEET 2 GENERAL NOTES, VICINITY MAP, AND ABBREVIATIONS 3 CONSTRUCT/ON NOTES & 4 PROJECT INDEX MAP AND KEY NOTES A 5 36" WATERLINE PLAN & PROFILE w. 16TH STREET STA.9 + 88.43 -STA.20 + 00.00 &6 36"WATERLINE PLAN & PROFILE W.I6TH STREET STA.20 •GODO -STA.30 •00.00 A 7 36" WATERLINE PLAN & PROFILE w. 16TH STREET STA.30 + 001]0 -END 8 W. 16TH STREET AND MONROVIA AVENUE DUCTILE IRON PIPING PLAN (ALTERNATIVE! 9 W. 16TH STREET AND MONROVIA AVENUE STEEL PIPING PLAN (ALTERNATIVE! &,10 W. /6TH STREET AND MONROVIA AVENUE WATERLINE PROFILES AND DETAILS 11 W. 16TH STREET AND POMONA AVENUE DUCTILE IRON PIPING PLAN (ALTERNATIVE! 12 W. 16TH STREET AND POMONA AVENUE STEEL PIPING PLAN (ALTERNATIVE! ,&13 W. 16TH STREET AND POMONA AVENUE WATERLINE PROFILES AND DETAILS 14 EXISTING EMERGENCY INTERTIE REMOVAL PLAN AT POMONA AVENUE/SEWER LATERAL REMODELING 15 36"WATERLINE PLAN & PROFILE KINGS ROAD STA.IQ •00.00 -STA.fl •50.00 16 36" WATERLINE PLAN & PROFILE CLIFF DRIVE STA.I7 • 50.00 -END 17 STREET CROSS SECTIONS AND SEWER LATERAL REMODELING 18 STREET CROSS SECTIONS / DETAILS 19 STEEL PIPE DETAILS 20 PIPELINE CONNECTION DETAILS 21 AIR RELEASE AND VACUUM VALVE ASSEMBLY DETAILS 22 12" PRESSURE REDUCING STATION AND 8" METERING STRUCTURE, PLANS AND SECTION 23 8" PRESSURE REDUCING STATION, DETAILS AND SECTION 24 CATHODIC PROTECTION DETAILS 25 TRAFFIC CONTROL APPROACH, W. 16TH STREET, PHASE I AND 2 26 TRAFFIC CONTROL APPROACH, W. 16TH STREET AND SUPERIOR AVE, PHASE 3 27 TRAFFIC CONTROL APPROACH, W. 16TH STREET AND SUPERIOR AVE, PHASE 4 28 TRAFFIC CONTROL APPROACH, W. 16TH STREET AND SUPERIOR AVE, PHASE 5 29 TRAFFIC CONTROL APPROACH, W. 16TH STREET AND SUPERIOR AVE, PHASE 6 AND 7 30 TRAFFIC CONTROL APPROACH, W. 16TH STREET DETOUR PLAN, PHASE I THRU 4 31 TRAFFIC CONTROL APPROACH, E. 15TH STREET BETWEEN SIGNAL RD AND KINGS PLACE 32 33 34 35 36 37 TRAFFIC CONTROL APPROACH AND DETOUR PLAN, KINGS PLACE TRAFFIC CONTROL APPROACH, CUFF DRIVE TYPICAL TRAFFIC CONTROL DETAILS FOR WORK WfTH/N INTERSECTIONS TYPICAL TRAFFIC CONTROL DETAILS FOR WORK THRU MULTIPLE LANE INTERSECTIONS 36'WATERUNE PAVEMENT REPLACEMENT W. 16TH STREET STA. 9 • 88.43 -STA. 20 • 00.00 36'WATERUNE PAVEMENT REPLACEMENT W.I6TH STREET STA. 20 • 00.00 -STA. 30 • 00.00 SHEET INDEX (CONT) SHEET 38 39 40 41 DESCRIPTION 36' WATERLINE PAVEMENT REPLACEMENT W.I6TH STREET STA.30 • 00.00 -END 36' WATERLINE PAVEMENT REPLACEMENT KINGS ROAD STA./0 • GODO -STA.I7 • 50.00 36' WATERLINE PAVEMENT REPLACEMENT CUFF ORNE STA.I 7 • 50.00 -END CLIFF DRIVE RESTRIP/NG PLAN SCALE: I" = 300' lr~KM CONSULTING ENGINEEFIS RECORD DRAWINGS KEY NOTES @-POST TEMPORARY "NO PARKING TOW AWAY ZONE" AT 100' O.C. BOTH SIDES OF STREET @---EXISTING S.C.G. LINE TO BE RELOCATED BY OTHERS W---RELOCATE EXISTING WATERLINE OVER PROPOSED ,.elf'EUNE. RELOCATION SHALL BE PER CONSTRUCTION NOTE~ W----EXISTING SEWER HOUSE CONNECTION LATERALS ARE 6" STEEL DIPPED AND WRAPPED W---CONTRACTOR TO PROVIDE TWO FLAGMEN THROUGHOUT THE COURSE OF CONSTRUCTION @---PROTECT EXISTING 14' R.C.S.C.P. IN PLACE. COORDINATE WITH THE CfTY OF NEWPORT BEACH. [TI--REMOVAL AND REPLACEMENT OF EXISTING TRAFFIC SIGNAL DETECTOR LOOPS SHALL BE IN CONFORMANCE WITH THE CITY OF COST A MESA'S REQUIREMENTS. [§}-----EXISTING CABLE TV LINE TO BE RELOCATED BY OTHERS I]]-CONTRACTOR TO RELOCATE EXISTING TELEPHONE CONDUIT AS REQUIRED FOR CONSTRUCTION. COORDINATE WORK WITH PACIFIC BELL [2Q}-REMOVE EXISTING 14' RCSCP TO NEAREST JOINT FOR CONNECTION. (CONTRACTOR SHALL FIELD DETERMINE LOCATION! [ZZJ--REMOVE EXISTING 24' RCSCP TO NEAREST JOINT FOR CONNECTION. (CONTRACTOR SHALL FIELD DETERMINE LOCATION! [g}-----PROTECT IN PLACE [Ql-----POST TEMPORARY 'NO PARKING TOW AWAY ZONE"© 100' O.C. [m--CONTRACTOR SHALL MAINTAIN DRIVEWAY ACCESS DURING CONSTRUCT/ON @-CONTRACTOR TO VERIFY EXISTING PIPE MATERIALS AND ARRANGEMENT PRIOR TO CONSTRUCT/ON PROPOSED 36":__-f_;;;;c.c1' WATERLJNE CLJF ---~.i ' ' .. \ \ ' ' ' ' ', SHTS 18, 3,/WD 40 i , , ,,I I • • .;e Record Drawings have been prepared based on information omitted in part by <>!11ers. While this information is believed to be r1dble,ASL Consulting Engineers ;s ootresp,cmstb!e for its accuracy, .,,r tor errors or omissions Whlch may have Ileen incorporated into ,-,,~e plaM as a.result. / \ ,... SHTS /5,/6,17,I ,3!,'32,39,/WD 40 ....._ ___ .;.;..i...;~---1 C-3004-N APPROVED ; REACH 4 -36-INCH WATER TRANSMISSION MAIN -PHASE 2 DATE BY DESCRIPTIO\ APP'D DESIGNED J. LOACUE REVISIONS CHECKED J. MORENO 46114 DRAWN S. PATTINSON DATE 8/21/96 PROJECT INDEX MAP AND KEY NOTES CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5243-S SHEET 4 OF 41 C I I " ~ z ~ 0 r 0 " n m 0 0 " " 0 " " 0 " D 0 '< < z 0 C z " ~ D . " ,, ~ g < D z m " )> ' ~ 0 D 2 ~ • J:. i ' 0 -· ..c. - 1------- -· -·:':"I~:_--·· --- -·-. -1 .. --1---- I·· ---1- --,---v- -.:::1 --·--• .. -• • ~-..... --.. =--:··,.:::__··· e.::... ""!__ _, ---- -··-· ---- __ , __ ·--.----+----f---------___ ,___, ---·-1 ----- -1-----· ···--------+ ---I· ---I --· .. ---l------ ' i EXISTING 16' PVC 14' W, re_ MCWO • ... -----+---... -- -----+-·- ---7------ - - -" - ------t-- -. --- -,- -' --I --I rt-· -- +- . ----,-- ...... -.. .,. .. - ~ : ... r-:_--r~-- ... , ___ , ---~-----.... 10+00 ...... -,--------- -·-f-· ---!----- ------,~--- ------- r=,.; •• ' ---+---- ··'··· -1 -· ---- ·-----·· --·-· I. . -=-~----•• ---c----• - I I +00 ' -,- _:._ -~---=_J,..:-.:·:.:_t_:_:.:-i_-:·-1_ - --,_ -·· ..,_-::• :,0,-_! --:=--~--:.~- ' ----,- : ---i--=------ --.:i:-=-.::---+ -,::::j:: ·-.. F :J.c. '?It. --C ---r------. I-----1-. -·-- --------· -··.:i=.:..:-.. . ------- --- ----___ -_------i .. •-- --_......-... -_:,:==i=---, - ....l. '---· -----, --------- -----.:...··· •• - i-,.:.. r--:_·- .: --+- --_--,--- •.. ,+···::""---------' ··I -- __ -_/--~---·---·--••--,· ---r--~ ----1----:-_ -------.,. ... -·-·- _,_ -----,---·= ::.. -:-,-- . . --- - - -f- -j-.. -----1---- -------: -- "· • ------·-------·-, ·-,--- .. i:----·r-· -~ -:+ :---:-: :· ,---"" .,..::·:::::.. -:_ .. - --1-----·· -·-~-.. ------- -----.. --+-----r --r----,------- 12+00 13+00 •·-- ----- 1---- -- ,__ -.. 1 ... - ' -- -+ -----r--,--- --- ----- -----; -+ -----f-- ---,---..... -- ....J-.. -r---- -T - I _,_ --.;.:.:,:.;. --d-- . -,. ,-- f-- -I I-.. --I .. , .. , .. -. ~ .. -----·-----·- ---~·-. l --, " --. -+--· -+ .. ---f -- ---'--- 1------! -..... • ... ---=------+---- _,. -.. . .. ~- ... -.. :--· ----i.. ---'-• + 1 ---- -.. -. (------.. -'· .. ---+--.J..._, •• ----------··-----,___ -=--·-=--t----_ }--- -: .:+ --~---.. ·t . ., - --1 -,__ -------::.-:-:···t=~=t-.:::~~---_, -f-----~- ---·+' ·-·•-;.... --·-' ··-+ ··•·•· r ---. ----·-. -·--- -----, ____ . i-- - --------.-- . -, -- ... : .. .. -.. -:--•-· -+ ----•-f ., . ---•. k --7-- I ... 1-- ••-•-J _, ,::: f--· ..... ~=--·-'. =--.-::-:=:-:;s;_ .... · ' -' ---'-------,__, + - ... --;--. ' -=t-~ .... t:.. ~~: -+-. :i -- ,_ '1:::r ---+ - ------ ---1 -~: ~4-:··-:-·-_·-: _ _:l~--=--1---.I~:-~~±: .-·---~_-:·,t .. .: --_,__ -, __ -l---· I --------1---- ----- "··-.....!. ... .. . ·I ---\-- --·--·+· --\·------·· ___ _, ___ _ --,-----..:_..:L --...... -... --. ;. ...: ' --·-__ __L_ --+ ..... - ---7 f------:-. '----.----' ·--~----· --__ ,_ ___ , ------_____ ,____ ----- ----,---e- f----~-,_ -------· ·- 14+00 15+00 9 • 98.43 ---,.-·-r ·--•• --·r-··---i· --·---,----. > -----,---- ---' ~- PROFILE SCALE• HOR I Z. VERT. I" =40' I " = 8' -l • --a ---_, ___ -1--- -----7" ·---r -!---- ··--...... -· ·----- -------- - --- + -.• f... -_j_ ----. ·-+ ---· -i --l ------.--... --~----;---· ----- L T --I +---+ -t-------!-.. ,_ -' ----, __ ., __ --t --.. , .. 16+00 BABCOCK 17+00 ST. r~KII CONSULTING ENGINEERS -+ --- ---,--•--_ ___J - --!----- - - -l • ---_:._....! .... _ -- r --+-·- ------1---. ~-_i __ ----:_:.;:-··:_:, .. /· - ---->------... ----• r--· -----.::-__ :-:-:: -----,- -+--- • ---------. ---~~ ··-- -; . -r-•------ ----l---' ----,---· ---!-- -+-. --l .. . ' ----~-~/ ~±~ 1----t .. .:.. .. -.. . -!--.. " -,...:---j···---r-·1 I----.. --_,_ .. : •. -· ---1---r ---f .. --;....,.. --I---1---- --f ••• ----- ------ + -·' ------ L " --.. - - ---I ,-... ,. --- ~:-=--=r:-· -':-· -- .. :::t_ ' ---•-!-.... : :,-:::_ ----:.::.-:::'!'!!!!!!'. ~;.::.::L - :7"':"-=: I__.. 1-------·:!-:-- . ----.. -------.. ---.. -• _ ....... . :-:+:-::-::+·-.. --•-·-··-:· (: -:·-!:·: -----:· ---+---~--2~ ---~ r :':.'!. • .. _,.t'.;" -----•• ·:.,.-_;_\..~-=~±~~:\r·:_:_ ·-=i=----~.~~ ---- i----- ·"--·7·---. --- ----7--; ··+.----- I • ·---r·_ --7.__ - -----1-··-·--·-·-··--·-r --::t.-.: ••• ···----_ _,__ ---..... + -. -.j .. --I ----.. -----+ -,--- _, " ' ---'!--- ·-· =-r-----j-- L. ,---,--------r- --I--t.:: -- , ... --- 18+00 19+00 20+00 APPROVED 'J/ 1----1----+---------------+---I I I .Uj /,/ l----l----+-&----------11 ---+---I U)ILITIES'lNGl~[EH - 12/11 B'f·l:-1 ~ n~~FD DfAWI NC!"'.7 1 v R.c.E. No. 1Jt-/rl 11,1> & ~v OIJ[?, 1c.? unt,i-ry &0Nf1,1 c,r~ DATE --="'i...,•c,_l ~.,_-_,'l="-- %214 JATE BY DESCRIPTION REVISIONS DESIGNED J, LOAGUE CHECKED J. MORENO DRAWN S. 'A HINSON DATi 8/16/96 • -------1--· -- +----' ..;.... -----1----•• ---->--------,--- ..... ----y---- ___ , --·---;------ - ' ---,_ -. ---==t=- -!---- - - ----t··· ---_-:-:-[ ":'" "--::t= -----+ -.. ---., •• J__ -.. ------- - -,-·-•• --... --=t::. ·---· j:.:..:: .... :---' ,. --!---J--- -----I---·- 7 - -+--.. -----i---_, CONSTRUCTION NOTES C-3004-N REACH 4 -36-INCH WATER TRANSMISSION MAIN -PHASE 2 36' WATERLINE PLAN & PROFILE W 16th STREET FROM STA. 9+88.43 TO STA. 20+00.00 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5243-S SHEET 5 OF 41 Pll'..SHTI.O~ 7·28-115 ' ffi " 0 ;}l jj C ► < " z m C) /' ~ C, TI z "~-- 0 .c:. - ---r- -r. - - - . ------- -----+-- - -- ----· -. _,. -- ·---_._ - -----.. ·-- ---·-----··• ----- - - - ----. ----·-· ----·-+-· ... --- -->------ I-· ----- - -- _ , --- ---·-..... ------ -----.. . ------+---- -·-------· ---••• - --• ------• -i--. -L -••• ----.. ,---... ---+---- _--f_ -... ! ------ 1------ . --.. 20+00 21+00 JO; Jo5 ---------- - - - -... -: I-- r .... - - - - --- -t a:I = ------.. ----------1-------• -----------... , I-----+-·. -. ----·--L, _,. .. _ -I--. ------- ---.. -· --. ..... --___ .--..L., ---...... ---- -----· ---· -r--· ·- 22+00 23+00 --+-· --- --:--... -.--,--. -------·r -I ---·- -. --+--- . +-... --- +-... ----l - -+-·-- -r ----· +- ------ - ----•• - 24+00 0 , .. -· ... -. ··-/- .' ----- -------'-· ---.. 40 SCNE IN FEET I Inch· 40 ft. --+---- • I-· - - ----+ --- -t--·:. --. ,, ,__ - - r---. - --,·--t------ ----+--------- -I. ---·- ----------. -----.. -,-· --- . ---!-----------• ---I ---- -----+-··--~- --i-------· ··---. --'-· -- -----...... .L ---------- - ----------·-------------t-·-- ----· --··-· ------+---- ---+------ --I ---,--------,- ----- + ----··----t------i ---- • ----+ ·--I-·--- - --I ->---------+-------1-1-----1-------f ---i-----.. ----.. ... .... ---+ --.. ---·· ---+----··-----· ---. - ----·-· '· -----·!---·-------·---------· -- - - ~=--~-- -1 - " --+ --- - - --- -.i -:'.:~-r-' -- 25+00 •p I ~ PROF I LE SCALE• HOR I Z. I ti 40' VERT. I ti -8' I----• - - - J... -f - ---' •• 26+00 -!-----+-..... • •. l ---•• -' --+ ------ -- --·-1----+ ·-- - t-· - ---r------·I --,--,--. ' ---••• --- ----. -----+ .. f-. ---·t--., ----· ----· - - ----- .f--,..- . I------1 • -1----- --------=---+ ------ -I----- :----·--· -, ---!--- --· •• --1-- -----, -+- ·-·---• I---· -! -- ···--•• -I -------·--·---- .. -·-.. -----------___ --...J...... __ ·- ----------- - -t----·----- -----· ---·--t ----- --------· --I--•-· -- 27+00 CONSULTING ENGi NEE FiS j • I--,. C • • -t ------ 28+00 .)__ ... --+------ --~ 29+00 RECORD DRAWINGS NOTE: These_ Record llrawi!I\I!~ have ooern ll!raft>;lr~ OO$e<I on infotmatton su_bmitted in s>llrt lly Olllie11,, Wlrol~ thi~ infoomoli@~ is ooiioved to Ille reliable,ASLQlmuitfirng l.:;igilllOOl'S Is ootresponsillle for its accmaioy ID4cr llfTO!S lllr !lffl~ M1k:lil may 11'1111'1, boon •~ai"1'l 1~1~ U.. plans as a result. - f • -----t-----.... 30+00 --.. ---,-..... KEY NOTES 0 PROTECT EXISTING /4t1 R.C.S.CP.IN PUCE, COORDINATE WITH THE CITY OF NEWPORT BEACH. 0 REMOVN_ AND REPLACEMENT OF EXISTING TRAFFIC SIGNAL DETECTOR LOOPS SHN_L BE IN CONFORMANCE WITH THE CITY OF COST A MESA'S REQUIREMENTS. CONSTRUCTION NOTES @ 36"WATERLINE. BEDDING AND BACKFILL PER CITY OF NEWPORT BEACH STD-/06-L. @ REMOVE AND RECONSTRUCT EXISTING SIDEWN_K, CURB AND GUTTER TO NEAREST JOINT THE ENTIRE PARKWAY WIDTH PER CITY OF NEWPORT BEACH STD-180-L AND STD-182-L REFER TO PAVEMENT REPLACEMENT SHEETS 36 THRU 41 C-3004-N APPROVED }) REACH 4 -36-INCH WATER l-----+------+--~~~~~~~-+-------1 ~j ;?, L. 1---T-'-'-R--'-'AN'-'-'S-'M-"-ISS-"-'-IO-'--N-'M-'-'-A-"'-IN'--------'PH_;,;_A__:SE"--'-2 ---I UTJ!CIT\ES ErJGIN<E~ 46214 DATE BY DESCRIPTION APP'O REVISIONS I \___/i.C,E. NO. ~~- ,ESIGNED J. LOAGUE CHECKED J. MORENO DRAWN S. PATTINSON DATE 8/22196 36' WATERLINE PLAN & PROFILE W 16TH STREET FROM STA. 20+00.00 TO STA. 30+00.00 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5243-S SHEET 6 OF 41 -0 ~ jj ► < ' 7 m ~ C ~ □ ~ z ~-- • r - - -' -' --· -+-- ' i= ---, -. - -- -J -.. ~ -1---· ~-~-- f- -- - - - -.. I-___ ] ------· ---4: - --- 7.= *·----,-------- -.. -'" -+-----_j_ --- --- -·----'------_ - ---l-· - ---· ---i:----1---;- --,-------- -. ' - - --. ' ---.. -- -1--- -,---.. -----. f--. I----!--. ---- ----'-. ' • .. ---,---- ---- -_'.:'-1-- ---.. ._, ------- ---l.. --1--··- -------- ----- ' ··--- _··-1---- 30+00 -' -- - - -1 - - -·------ ----1 -···' - -------- ----'-- '--- -" -. - -• -. -r--T --·l -- -----... t- -----i---. ·---- +·· ----. -... -~ ~ -----, .. -- - ---' ----;-----------1--~ -- ---·-.. +-···I---· - -+ - -t-·· --• --· __ , ____ .,._ ··--r -- 31+00 f121780/2!0 740 728 ---,--",A --1 - -• -~-:.~:-·-#- ---·---·--" +-- --- • :,-...._5.-~ - ------ •. 1-- ----. -, __ _ ' -- -•• I --. .. ----- -!-------- ... I -- -~·--r +-· --- ---' 32+00 122 ···--:- ___ -.,_.,_ .... - r- M •• ------ ---,------- ---·I·--- -- -------'" --• ·-I -- _,_ 33+00 7Jb -------- --- -__ ,_.' ____ ..... ---·-I -tt -.~--· . -m---___ ·_._. -L:.:--· ---- ----- - -:--•. ----t-+ - - -,. -----,-- --1--- ---.. 34+00 r ·--- --·'···---1--'!'o--•.. ---~- .---1-..J----- ------ ----_______ ,_ --- - -__ , --. .. -·------ -------. --- _:,_-o._v· ~ - ·1-,-1----l ----t:;·:~ -ti;: ij Ct?. gt 1-~ - - - ---- - ----- ---,-------f------;. -,-_,_ .. --- --- -• ---, . .. I . -.l. -- - -t''" . ,- !---- t--t--- +--• "" -<--'. +- :.----,-,- i --r~ - . ~-:_1--- r--.:·· L".f. .,.. ,. • ---1 -, -- l --r=::~--+--' -""'- . +---- HOR I Z. VERT. I' 40' I " 8' = ·~ ~ ll 35+00 36+00 POMONA 37+00 AVE THRUST BLOCK TABLE 4fi 20 0 40 ~I _l .. =-1=-=-=-~~••- SCALE IN FEET !Inch • 40 ft. 8-0 I PIPE LOCATION 30"WATER 37•56.61 SIZE 20 S.F. KEY NOTES 0 REMOVAL AND REPLACEMENT OF EXISTING TRAFFIC SIGNAL DETECTOR LOOPS SHALL BE IN CONFORMANCE WITH THE CITY OF COST A MESA'S REQUIREMENTS. =~KM !I' ... CONSULTING ENGINEERS -.. . .. - -•• --- --' ' --- -+ ----+ -- ,_ ---- - ' --1----- -·-'··· --' -~----,---· I·· ----- -----)---.:;;:_ _,_ 38+00 .___j. -,- !----- --- --+---- ' ---+-_ -I ---- -..... - -----" ---_. ------•••••• I -- I----- ------ - -----· --- ---+--- ------.. --- -.---j -·•· - --I Ji ------- ' ---r--- ·u.:..L • ------• + --,--- --I - -· -•• 1--'-----!--• -...... ,_ _----, --,-- i--------- --------1--- - -.. , -----.. --t-- . . -· . -' r _ _J_ ---r ------ . ,-> _, l. -i--• ' -••• --··-·-- --!--. ----· .. --_.;... .. 1--, .. ---... - --------.. -- ---. .. ' •• -- --j---• --· -1-- -----1--1----· ----.. • --·--I--- -I·-------r -----I·_;:·---- ... --• -_J_ --t----··t -------r -' 1·· • ·-,···· i --·-----+ --- ---+ CONSTRUCTION NOTES -----i-_____ , __ . --i· · l -- _,_ -'" .... I· -- - -----·+- --,--- - -----t ---. ---, __ .,_ ------ - -.• ------ ----- CONSTRUCT THRUST BLOCK PER CITY OF NEWPORT BEACH STD-510-LSEE TABLE THIS SHEET r @ /2' DR /4 PVC C-900 PIPE,BACKFIU & BEDDING £ER CITY OF COSTA MESA STD No. 8/3 cL ' ~'-4-c @ REMOVE AND RECONSTRUCT EXISTING SIDEWALK, CURB AND GUTTER TO NEAREST JOINT THE ENTIRE PARKWAY WIDTH PER CfTY OF NEWPORT BEACH STD-180-L AND STD-182-L @ REMOVE AND RECONSTRUCT EXISTING CROSS GUTTER AND SPANDREL PER CfTY OF COSTA MESA STD DWG No. 415 @ 30"WATERUNE,BACKFIU & BEDDING PER CITY OF COST A MESA STD DWG No. 813 @ REMOVE EXISTING CURB.GUTTER AND SIDEWALK. CONSTRUCT WHEEL CHAIR RAMP PER CITY OF COST A MESA STD D#G No. 416 EXISTING M.C.W.D. A.C. PIPE SHAU BE REPLACED WfTH CLASS /50 AWWA C-900 P.V.C. PIPE !WHITE) OF THE SAME DIAMETER AS THE EXISTING A.G. PIPE. UM/TS SHAU BE TO THE NEAREST JOINT ON EACH SIDE OF TRENCH. COUPUNG ADAPTERS FROM A.C. TO P.V.C. SHALL BE SM/TH-BLAIR STYLE 411 WITH STAINLESS STEEL NUTS AND BOLTS PER M.C.W.D. STANDARD SPECIFICATIONS SECTION 7-09. CONTRACTOR SHALL PERFORM ALL NOTIFICATIONS FOR SHUT IXJNNS AND DISTRICT SHALL PROVIDE SHUT DONN TAGS. M.C.W.D. WIU MAKE ALL SHUT DOWNS FOR THE CONTRACTOR @ 30" x ¼' WAU STEEL PIPE TO 30' CLASS 52 DIP TRANSfT/ON COUPUNG @ 36' WATERLINE,BACKFILL & BEDDING PER CITY OF COST A MESA STD ONG No. 8/3 @ BOND AU JOINTS PER DETAIL @ @ ELECTROLYSIS TEST STATION @ 30" CLA5S /50 (FE x MJJ BUTTTERFLY VALVE WfTH VALVE BOX AND RISER PER CITY OF NEWPORT BEACH STD-508-L STD-510-L-C, AND STD-5I1-L NOTE: REFER TO PAVEMENT REPLACEMENT SHEETS 36 THROUGH 4/ C-3004-N t--+----t--------------+------l APPROVEDJ / / I ~ b£/,/. REACH 4 -36-INCH WATER TRANSMISSION MAIN -PHASE 2 t--+----t-,-----------------+------l 4/I4/q111.,e,, ~rzirv. t;V[1/ 10 ":l~Wiii-f CONfl,ICiT upllTIES ENC~c.E.NO. _%~211_ l-'?J/.,...e4Lftl-+1-'--'W-'--f=&::::'., _:_JZ_fi:-V-. _:__O_:_U19-fi_:_O_U_Tl_l,_IT"(_'.___OO_N_f_:_I,_:_/ O-T-+------1 DATE "' -'!l-•u. DATE BY DESCRIPTION APP'O REVISIONS D,SIGNED J. LOAGUE CHECKED J. MORENO DRAWN 5, PATTINSON DATE 8/22/95 36' WATERLINE PLAN & PROFILE W 16TH STREET FROM STA. 30+00.00 TO 37+96+ CITY OF NEWPORT BEACH W-5243-S PUBLIC WORKS DEPARTMENT SHEET 7 OF 41 PrtP .SHB, llUN ,._, ... ...J ...i- _s::. --- ,5 I 111 (__ I ).) '¾-•A __ I '.;, • "· ~JTY OF COSTA MESA ~ ("'' ! I T------· "'•1 '-, j_ _---,~c.,...____ ------~ --··-· -------, /0' ! ~ 22' ST A. 2•44.25 SEE SHEET 23 -A....-'" J' • CJTY OF NEWPORT BEACH 110 REDUCIN'} STAT ON LAT RAL STA.2•3:,.50 ,f, 12" PR~URE RE UC/NG c= ~" ST AT}rf;_ LATERAL OR 2 PROF/= SEE(2\ ------· • QQJ ·~~r----rt-~j=:1:;l; (~ -~= -~ _.,. ") :::;;; i(p, 12' MONR(f//A AVE WATER LATERAL -'-'~"'-1=----+-f---,7'f4---' I/,::!) SI A.4•01.(f ), / ,.,,;-:--; tg_'___MONRWIA AV WATER ,J~"l1 ~::;; Q _I.,_ ERAL ST A. 4•! .00 ' .1/ ~I EXISTING /6' M.C.W.D. #/ } p V 'IC, WATERLINE ;;/ I '-cl ~-' • c,, /;:-::".,.-1 '1 ' ~ /v I ) IO 5 0 10 20 30' 60' 15' \ ~ \ \ \ ,, I I ,, '1' 94 C,. /:::-1/' ~ ~--y /~/ ) // ' 'I 12' MONROVIA 'AV ATER (____ ,,;;-1/::/ LATERAL STA 3•98.00 ( /7 , R/W (;/" I ,-;':;?(,7· f ·- ./// ' I I ,;:9" ---~-:I' /cY EX I S[JJI_ Cttmr ---· 1 @-EXISTING S.C.G. TO BE RELOCATED .,.--:'?1/ AND l{_U TER SCALE IN FEET I Inch O 10 ft. KEY NOTES I l I -< 1 'f lj BY OTHER -~.,.-,. 1 Q}-RELOCATE EXISTING WATERLINl;,:-&iR PROPOSED I ""\__.\_A,_A__.A ! , _ __.. 1 PIPELINE. RELOCATION SHAL~fJE PER CONSTRUCTION l '-. NOTE @ ,,:/' --I ~ // ' @-REMOVE EXISTINGj#:'k;SCP TO NEAREST Ef!SI ,"\,., I JOINT FOR CONtj.€CTION (CONTRACTOR SHALL s E LK ~-I FIELD DE~~;;Jd!NE LOCATION! 0-REMOV,8'/tx/STING 24" RCSCP TO NEAREST r;FOR CONNECT/ON.(CONTRACTOR LL FIELD DETERMINE LOCATION! . I • I / ~ PROTECT IN PLACE 1/ I ?i_ MONROVIA --\ I • I I I I ~< I i a:: ~ V) • 14' CC) I I ! I I I " i I • I ! I • I I I AVE /8' 30' 26' ( [O' ·--··\ ~-A :l:: \ ,.---, u a l.J . 12 f----+-+i' j 89 I I ~\ ' ' I. I\ ) EXISTING TEE AND VALVE (PROTECT IN PLACE!@] 24" MONROV A AVE WATER MAIN 91 ST A. /•65.76 -< ) --~ r. ·{ ,) .A,J ST A. !•85.00 = 90 I I RIW EXISTING SIDEWALK EXISTING CURB AND GUTTER THRUST BLOCK TABLE PIPE LOCATION DUCTILE IRON PIPE ONLY 36'WATER 9•98.4 ,p/ 75 SF. -· 24'WATER 10 S.F. / 12" WATEJ?/ 3•00.00 10 S.F. d 12" .'1/1/JE R 3•98.00 /0 S.F. ' ' :.·---~---! STA 10-50.00 (i_ WEST 16th ST 36' WATER TRANSMISSION MAIN I FOR PLAN AND PROFILE SEE SRT 5 CATV· __ ,,.-:-=---------~ ---- __ ,_..,.,.·"':__,. \ ------~ ' '· "', ·, ) _/ EXISTING CURB AND GUTTER NOTES \(])-:-14' x 12' TEE (FE x FE) @--24" x 24' TEE ~CON5_TRUCT THRUST BLOCK PER CITY OF @)-36" WATERLINE, BACKFILL & BEDDING PER NEWf-'OfJT BEACH STD-510-L SEE TABLE THIS CITY OF NEWPORT BEACH STD-106-L SHEET •• 0--t2' (FE x MJ/AQ~PTER (J)---12• DR/4 PVC C-9oJ·r"lf2...£,BACKFILL & BEDDING PER CITY OF NEWPOR/'"'~EACH STD-/06-L \.S, ®--t2' CLASS 150 (FE x MJJ B~ffERFLY VALVE ~ff:!p&tfV~E~gi ~tt6~~sF5-~/rJ~'tf OF @rt2', I I¼" ELBOW (FE x FEJ @-REMOVE EXISTING VALVE AND TEE.INSTALL /0" RESILIENT SEAT GATE VALVE (FE x GT! @--REMOVE AND RECONSTRUCT EXISTING SIDEWALK, CURB AND GUTTER TO NEAREST JOINT THE ENTIRE PARKWAY WIDTH PER CITY OF NEWPORT BEACH STD-I80-L AND STD-I82-L AND STD-5II-L .,_" '· @--24".f /¼"ELBOW (FE x FE! @--36" x 24" ECCENTRIC REDUCER (FE x FE.I '>~- ~/2",I I¼' ELBOW IMJ x MJ! .... j I @-t4' STEEL x DI TRANSITION COUPLING @-24" CLASS /50 (FE x MJJ BUTTERFLY VALVE WITH VALVE BOX AND RISER PER CITY OF NEWPORT BEACH STD-508-L,STD-5/0-L-C AND STD-51/-L @--14" /FE x MJ! ADAPTER rf§j--16" x 12' CROSS (FE x FE) (/§!)-t6" x l2"TEE (MJ X FE) @-t6" SOLID SLEEVE (MJ x MJ) @-REMOVE EXISTING 10' ACP TO NEAREST JOINT AND CONNECT (CONTRACTOR SHALL FIELD DETERMINE LOCATION! (j§)--36', 90' ELBOW "·• @-EX' ING M.C.W.D. A.C. PIPE SHALL BE REPLACED WITH CLASS @--16", 9/Y ELBOW (MJ x MJJ @-36' (FE x MJ! ADAPTER /50 A C-900 P.V.C. PIPE (WHITE! OF THE SAME DIAMETER @-AS THE STING A.C. PIPE. LIMITS SHALL BE TO THE NEAREST@--16" x 12' ECCENTRIC REDUCER (MJ x MJJ 24' /FE x MJ! ADAPTER JOINT ON E SIDE OF TRENCH. COUPLING ADAPTERS FROM A.C. TO P.V.C. L BE SMITH-BLAIR STYLE 411 WITH STAIN-(@)-tfJ'(FE x MJ!ADAPTER @-24' WATERLINE, BACKFILL & BEDDING LESS STEEL NUT D BOLTS PER M.C.W.D. STANDARD SPEC/- PER CITY OF NEWPORT BEACH STD-/06-L FICATIONS SECTION -CONTRACTOR SHALL PERFORM ALL @--EXISTING 24" RCSCP. CONTRACTOR TO REMOVE @-24' x /6' TEE /FE x FE) @-16" CLASS 150 (FE x MJ! BUITERFLY VALVE WITH VALVE BOX AND RISER PER CITY OF NEWPORT BEACH STD-508-LSTD-5/0-L-C AND STD-5I1-L (jf)-t6" DRIB PVC C-905 WATERLINE, BACKFILL & BEDDING PER CITY OF NEWPORT BEACH STD-I06-L @-24" x ¼" WALL CML&C STEEL PIPE @)-12", 9U ELBOW (MJ x MJ) NOTIFICATION FOR SHUT WNS AND DISTRICT SHALL PROVIDE CONFLICTING PORTIONS INCLUDING THRUST SHUT DOWN TAGS. M.C.W.D. MAKE ALL SHUT DOWNS FOR BLOCKS AS REQUIRED. FILL REMAINING SECTIONS THE CONTRACTOR OF PIPE WITH GROUT AND ABANDON IN PLACE @-BELL OR SPIGOT END TO MATCH JOI F @--t2" CLASS /50 (FE x FEJ BUTTERFLY VALVE EXISTING REINFORCED CONCRETE STE£ LINDER WITH VALVE BOX AND RISER PER CITY OF PIPE (CONTRACTOR TO FIELD VERIFY DIME NS NEWPORT BEACH STD-508-L,STD-5I0-L-C, OF EXISTING PIPE! AND STD-511-L @--24',ll¼"ELBOW (MJ X MJJ @--24" STEEL x DI TRANSITION COUPLING @-REMOVE EXISTING 14' RCSCP AND REPLACE WITH l4"CLASS 52 DUCTILE IRON PIPE, BEDDING AND BACKFILL PER CITY OF NEWPORT BEACH STD-/06-L <@-ELECTROLYSIS TEST STATION (ff}-REMOVE EXISTING MANHOLE. FiECONNECT I' COPPER TO 14' WATERLINE RECORD DRAWINGS TIIIN Record DraWings have been prepared based on ,ntormat,, C-3004-N iiiii"~IIIUI aiiir' .. 1"911 CONSULTING ENGi NEE FiS IRlble LCo 11· · · 15 ieve to J~ APPROVED • u mg_Eng,neers ,s ool responsible for its accura ,. I ~~~~~,111t..,llt-w11Gi1Cffllllrtlll'Wfll;~n flil'ICorpor~~a~led~i tft,---1 I . 0. 46214 OATE_~"r~•~'"'~--"'="'~- DATE BY DESCRIPTION uESICNED J. LOACUE DRAWN S. PATTI\SON REVISIONS CHECKED J. MORENO DATE 8/22/96 REACH 4 -36-INCH WATER TRANSMISSION MAIN -PHASE 2 WEST 16th ST AND MONROVIA AVE DUCTILE IRON PIPING PLAN (AL TERNATIVEl CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5243-S SHEET 8 OF 41 oO 0 I • ,,I; - ~ -·-- CITY Of COSTA MESA 1013 CJTY OF NEWPORT BEACH + -~ ', !&:_MONROVIA AV WATER 5 0 10 SCALE IN FEET llnch = 10 ft. KEY NOTES 20 @--EXISTING 3" S.C.G. UNE. TO BE RELOCATED O LAtERAL STA. 4•1 .00 0-RELOCATE EXISTING WATERLINE OVER PROPOSED PIPELINE.RELOCATION SHALL BE PER CONSTRUCT/ON NOTE §-REMOVE EXISTING 14' RCSCP TO NEAREST JOINT FOR CONNECTION !CONTRACTOR SHALL FIELD DETERMINE LOCATION) @}-REMOVE EXISTING 24" RCSCP TO NEAREST JOINT FOR CONNECTION.(CONTRACTOR SHALL FIELD DETERMINE LOCATION) [g]-PROTECT IN PLACE RIW I I I ' ! I i 111 I ' I ' 60' 30' 15' ', I 11 ::J \ II ', 11 - 12" MONROVIA""A --w'ATER LATERAL ST A 3 8.00 30' 26' , EXISTING 24" RCSCP. CONTRACTOR TO • 1 REMOVE CONFUCTING PORTIONS AS -<) REQUIRED. FILL REMAINING SECTIONS OF ) PIPE WrTH GROUT ANO ABANDON IN PLACE /6" MONROVIA AVE PRESSURE ) REDU~ING ST_AT/ON LATERAL 49 J-f 24'. MONROVIA AVE WATER MAIN 'r-I STA/•38.50 ~~P'!H,~RO"!fV-'"IA"-"'AV,_,E"---"Wcc.A,,__TE""R'-'---"M""A"-'-IN,__--{45 .67 4 STEEL PIPE ONLY THRUST BUJCK TABLE PIPE LOCATION SIZE 36' WATER 9•98.43 75 S.F. 24' WATER 9•83.43 /0 S.F. CJTY OF NEWPORT BEACH IZWATER 3•00.00 10 S.F. IZWATER 3•98.00 JO S.F. ----------------------------------------------~------------------------------------------ (j)-coNSTRUCT THRUST BLOCK PER CrTY OF NEWPORT BEACH STD-510-L. SEE TABLE THIS SHEET (!)-12:'/FE x M~ADAPTER ©-12• DRl4 PVC C-900 PIPE, BACKFILL AND PER CITY OF NEWPORT BEACH ST0-/06-L EXISTING CURB AND GUTTER @-24'x II ¼·ELBOW @)--24' x l6"TEE @--36' x 24" ECCENTRIC REDUCER @-14" x ¼" WALL CML&C STEEL PIPE. BEDDING AND BACKFILL PER CITY OF @-BUTT-STRAP CONNECTION NEWPORT BEACH STD-/06-L @-12" CLASS 150 !FE x MJJ BUTTERFLY VALVE WfTH VALVE BOX @-12" I I¼. ELBOW !MJ x MJJ AND RISER PER CITY OF NEWPORT BEACH STD-508-L. STD-5I0-L-C AND STD-5I /-L (@-EXISTING M.C.W.D.A.C.PIPE SHALL BE EXISTING. SIDEWALK @--16" x 12' CROSS !FE x FE! (/§!)--16' x 12' TEE !MJ x FE) @---16' SOLID SLEEVE {MJc!S MJJ '--,';;"v,-""-~-'"~·••·'-<..,/...,,--r'=# /6" ~-.._ : A @-REMOVE EXISTJNG.:,e.A.c.P. To '--~-~ NEAREST JOINT ANO CONNECT ~,:') !CONTRACTOR SHALL FIELD DETERMINI~) --.., =L°.E-~:/~NJ/,.., .. ,.,.,-._ .• .. .,, ... • _,_ ,"--'.~ <@)-16", 90" ELBOW (MJ x MJ) REPLACED WITH CLASS /50 AWWA C-900 @--36", 9!J ELBOW P.V.C.PIPE /WH!TEJ OF THE SAME DIAMETER r,;, _ AS THE EXISTING A.C.PIPE . LIMITS SHALL @)--16' x 12:' ECCENTRIC REDUCER IMJ x MJ) @---16' /FE x MJ! ADAPTER \!::,,.!24"WATERUNE, BACKFILL AND BEDDING PER CITY OF NEWPORT BE TO THE NEAREST JOINT ON EACH SIDE BEACH STD-106-L OF TRENCH. COUPLING ADAPTERS FROM @--l6"CLASS 150 !FE x MJ! BUTTERFLY VALVE WITH VALVE BOX ANO RISER PER CfTY OF NEWPORT BEACH STD-508-L. STD-510-L-C AND STD-5II-L. @-/6" DRIB PVC C-905 PIPE, BACKFILL AND BEDDING PER CITY OF NEWPORT BEACH STD-106-L @-24" x ¼" WALL CML&C STEEL PIPE !LENGTH = 5'-a') @-24" x 24' TEE @)-36'WATERLINE. BACKFILL AND BEDDING PER CITY OF NEWPORT BEACH STD-/06-L ~Z:..JJ.!/4'...£L,f)QW.. /FE x FE! /~~) A.C. TO P.V.C.SHALL BE SM!TH-BLAIR STYLE 411 WITH ST AIMLESS STEEL NUTS AND BOLTS PER M.C.W.D.STANDARD SPECIFICATIONS SECTION 7-09. CONTRACTOR SHALL PERFORM ALL NOTIFICATION FOR SHUT DOWNS AND DISTRICT SHALL PROVIDE SHUT DOWN TAGS. M.C.W.D. WILL MAKE ALL SHUT DOWNS FOR THE CONTRACTOR @)-BELL OR SPIGOT END TO MATCH JOINT OF EXISTING REINFORCED CONCRETE. STEEL CYLINDER PIPE !CONTRACTOR TO FIELD VERIFY DIMENSIONS OF EXISTING PIPE! @-24' CLASS 150 (FE x MJ) BUTTERFLY VALVE WfTH VALVE BOX AND RISER @-EXISTING 24' RCSCP. CONTRACTOR TO RE.MOVE CONFLICTING PORTIONS INCLUDING THRUST BWCKS AS REQUIRED.FILL REMAINING SECTIONS OF Pl PE WITH GROUT AND ABANDON IN PLACE @-t,2" CLASS 150 !FE x FE) BUTTERFLY VALVE WITH VALVE BOX AND RISER PER CITY OF NEWPORT BEACH STD-508-L. STD-5I0-L-C AND STD-511-L @)--ELECTROLYSIS TEST ST AT/ON @--12" 90" ELBOW (FE x FEJ ~f.MOVE EXISTING MANHOLE. RECONNECT I' COPPER TO /4' WATERLINE. l~f:EMOVc EXISTING VALVE AND TEE. INSTALL 10" RESILIENT --....,-,, SEAT GATE VALVE !FE x GT) PER CITY OF NEWPORT BEACH STD-508-L, RIW ~r-~i=-==::::==-:-;-~-·=--L~ EXISTING I -SIDEWALK I · EXISTING CURB '\ ANO GUTTER I. {jg-14" x 12' TEE @-REMOVE AND RE.CONSTRUCT EXISTING SIDEWALK, CURB AND GUTTER TO NEAREST JOINT THE ENTIRE PARKWAY WIDTH PER CITY OF NEWPORT BEACH STD-180-L AND STD-182-L STD-5/0-L-C, AND STD-51I-L. RECORD DRAWINGS Tllese Record Drawingi !W;e been prepared based on information •u-~mitte!I in riart l>;toth®n,, While !hi$ inil<!lfl'malio'1 is believed to be ~llilll!e• ~~Cgnsull!~ E'11!:lneors is Mi respo11Sible for Its accuracy, -----'"' 1:\ef 1IJ ~ W: '13111-RI ~ Illa&' ililwbee11 Incorporated ln!Q -Pia~ Ill~ fUl!tt-C-3004-N r~KII APP~~ TR~~~~~S~IO-N ~~;\~C~ ~~;:: 2 o---1------<t---------------1----1~c.E.No. %214 1-----'-'-----'WE'---'-S-T-16-"-t-'-h'-S-T-'-'-'AN'--'D"-M'-O-N-RO-'-V-'-IA"--'--=AV'-"E:.._:::__ _ __, DATE 'l-l'!> •'i!? STEEL PIPING PLAN (ALTERNATIVE) CONSULTING ENGINEERS DATE BY DESCRIPTIO, REVISIONS APP'D DESIGNED J. LOAGUE CHECKED J. MORENO DRAWN S. PA HINSON DATE 8122/96 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5243-S SHEET 9 OF 41 0 " ~ r ~ "' 7 ~~- ~ I D 5 ~ 8 " "' 0 .,, m O JJ :0 ~ !';, z o -'--~ z . j---- - - I --- --. . .... - ....::.;: ·····----- ·-,-~ .•. -- r -- --' ••• -,--- ---.. -- ---- +-----... -.. -'• -----~---· ,--, ... ··------i---- - -_,, t ·---·- +------ ----------· --··· ·-·-··--·I------f----- -- --+------- --t----• ----:-----------------,----- -..... -·-----·· ··--- , I +---- -- --, -----~- ---, --- ----------·t --,-. • . • -~ ..... ··- 1+00 2+00 B"BL/ND FLANGE EXISTING 6' ACP TO\ BE ABANDONED IN PUCE AND FILLED WfTH GROUT EXISTING 6' GATE V NV£ TO BE REMOVED I ' I f 6' BLIND FLANGE ,-----~ I ~--, ' I --:1 ____ -------------------------r--------~ ----/:-\( __ _ \_ EXISTING 14" RCSCP (CNBJ ( • • i:,., \ TO BE PROTECTED IN PL/!CE AS Sf-/OWN ON Sf-/EET 8 OR 9 EXISTING Tf-/RUST BLOCK TO BE PROTECTED IN PLACE ---- ____ I-::r.::: --1---- +· • -· -----~------- -+---I- --I••·-·-· • --....... -- ----------.. --.. -·· . ---· -·- .. -1---,,., .... ----- ----1'1· -a 1-A- -- -- --f-- 2+00 --I--------;--- -- -----1----- j --L•-----J-•• 1---•• -•· ~ :---~---~--.:!. ·:~-~: ----- ---__ , -- +- ----. --,-- -· · --· -,----t .. -· • ---· i---· ----1 _,. , ••. .... - -. -·· ----. . ------1-- - I -+ _,._ ---1 ---'----I ---:-~ -·t:.:_-· -··· 1-- -_,_ --------- -------- - - -.. --- _-- ---- =-:!l--= . -+--------1- - ... --··--... ,. , . ._ ....... . - ---- <----------- ..... , ..... " ·--____ , ____ ···--· .. ·--·. •-' ,_,., __ _ --->--- ---. . . . ------- -+ ... _._ ---) .:/----.---i ·---- +-- -... ---1--~ --r---it ------- -C ------,-1----- ----e-----,_ - l. -----·- ---+- -----·-··-•. --= ..... --I-": --------·-.:! 2~ ------------------~ -----... , -----,----•.• ,---.. ::::.:.::.:.:r;:.~.::.,: .. :: ·----+-------··• --t--·· --1--.. •,---••• ------.... s l - --------------------I l'4 1 ~ _!--- -"""7. -_,_ • _,. --' ----·-----··---• --1 • -- I--.•. . ·-+· ----------,. -----·---·-"+ -1-- ------........... ------, ..... ---------' ........ ---· ··--. ----·------- PROF I LE SCALE• ---- HORIZ. 1'-20' ---- - -1--- VERT. l"-2' 3+00 -\ '-· BLIND FilANGE ~ ---;-··~:·+-.:Jr. r.:.J::':;..- -----+---- l -!----f------- iiiiiir ~ 111111 • .. RIWI CONSULTING ENGINEERS -- ...... ------!---·-f-----------!----:"'Ir_ ... .,-------r· . ·--· -· ----· --. - ---__ L.!.. ·-·=--t_.. :::!. --1--+ ---·( -- ,__ ' --··-~---_ ---·~ +- ---•--_, __ -II---, ,---. ---- -+ -- ------- 3+00 4+00 CONSTRUCT/ON NOTES @ CONSTRUCT Tf-/RUST BLOCK PER CfTY OF NEWPORT BEACH STD-5/0-L 12" CLASS /50 (FE x MJ) BIJTTERFLY VALVE WITH VALVE BOX AND RISER PER CfTY OF NEWPORT BEACH STD-508-L, STD-5I0-L-C AND STD-51I-L 12", I I¼" EIBON (FE x FE) /2", I I¼' ELBON (MJ x MJJ EXISTING M.C.W.O. A.G. PIPE SHAU BE REPLACED WITH CLASS /50 AWWA C-900 P. V.C. PIPE (Wf-1/TEJ OF Tf-!E SAME DIAMETER AS THE EXISTING A.G. PIPE. LIMITS SHALL BE TO THE NEAREST JOINT ON EACH SIDE OF TRENCH. COUPLING ADAPTERS FROM A. C. TO P. V. C. SHALL BE SMITH-BLAJR STYLE 41 I WITH ST AJN- LESS STEEL NUTS AND BOLTS PER M.C.W.D. STANDARD SPECI- FICATIONS SECTION 7-09. CONTRACTOR SHALL PERFORM NL NOTIFICATIONS FOR SHUT DONNS AND DISTRICT SHALL PROVIDE SHUT DONN TAGS. M.C.W.D. WILL MAKE ALL SHUT DONNS FOR THE CONTRACTOR. !2"CLASS /50 (FE x FEJBUTTERFLY VNVE WITH VALVE BOX AND RISER PER CIT( OF NEWPORT BEACH STD-508-L, STD-5I0-L-C AND STD-51I-L KEY NOTES 0 EXISTING S.C.G. LINE TO BE RELOCATED BY OTHERS CONTRACTOR TO VERIFY EXISTING PIPE MATERIALS AND ARRANGEMENT PRIOR TO CONSTRUCTION RtCORD DRAWINGS These Record Drawings have been prepared based on Information su bmittcd in Bl'l•I 6:ly otllern. Wlli!e t~;, ft"lormation is believeil ID be •eliable, ASL C©nsultlns E!lglneers is 001 respon,ol!le for its accuracy, ,or for errors or omnssioos wtlidl ma,y lwlM! ftieen~a. these plans as a result. --- --- --- - ---- ----'..:_ ·-f-··· -,. ·----· ---• • ---·· ~-- ~:------,--:- C-3004-N I----+--+------------+------< APPROVED , / ~ REACH 4 -36-iNCH WATER t----+----+-~--------+--------1 ;;;:-1-~~·r;,eV.4~~~-1------TR_A_NS-'---M--'-IS_SI_ON_M_AI_N _-_P_H_AS_E_2_---1 i1,/q1 11/fel & 11 1'2-U11f0 Vf2AWlNGi<:;1 11 u7iTIES E~~c.E.No, ~46=114_ l-'Jfe--l-"¾fn-'--1-1-'--!,~-&~~---171/-'-f;,-'):_O_VT_\_L,\T-..,-, _C,{)_N_f_i,,_10-f'J-+----1 DATE ". \ <'.,-"1 '- DATE BY DESCRIPTION APP'D DESIGNED J. LOAGUE DRAWN S, PATTINSON REVISIONS CHECKED DATE J, ~ORENO 8/11/96 WEST 16TH STREET AND MONROVIA AVENUE WATERLINE PROFILES AND DETAILS CITY OF NE_WPORT BEACH PUBLIC WORKS DEPARTMENT W-5243-S SHEET 10 OF 41 PA<lf!l<Tl,Dll• B·l·li~ ~ TI -, ' [l I J j'j i ~ < ~ -0 J:_ - WEST_ ~6TH STREE~: ~➔ -SO I ':5', .. I RIW REVISIONS EXISTING SIDEWALK 36' WATER TRANSMISSION MAIN DUCTILE FOR PLAN AND PROFILE SEE SHEET 7 CHECKED DATE J. MORENO 8/22/95 EXISTING SIDEWALK PUBLIC WORKS DEPARTMENT EXISTING CURB AND GUTTER g --i---------.- / / (_ (@ \ ' '-" ---- Lu ~ <( ~ ~ 8: SHEET 11 OF 41 " ~ D 0 " " -w -< z C < w m " 0 " , -> D -- 0 ' ..c. - n i ~ D r 0 n D CD n D CD ~ 5 z . ~ z m n " r " D CD 2: " WEST 16TH STREET I 1--·i iiiir.4111111 ....... 1"911 EXISTING SIDEWALK STEEL PIPE ONLY NOTE: REFER TO PAVEMENT REPLACEMENT SHEET 36' WATER TRANSMISSION MAJN FOR PLAN AND PROFILE SEE SHEET 7 EXISTING S!DEWAU< EXISTING CURB AND GUTTER g ---__ ,_ /' / / I I '-0 ' \ \ ' '\ " . ----- THRUST BLOCK TABLE PIPE STATION SIZE 30'WATER 37 • 56.61 20 S.F. KE"Y NOTES 0---REMOVAL AND REPLACEMENT OF EXISTING TRAFFIC SIGNAL DETECTOR LOOPS SHALL BE IN CONFORMANCE WITH THE CITY OF COST A MESA'S REQUIREMENTS. 0--EXISTING CABLE TV LINE TO BE RELOCATED BY OTHERS ~ REMOVE EXISTING 14' RCSCP TO NEAREST JOINT FOR CONNECTION (CONTRACTOR SHALL FIELD DETERMINE LOCATION) / ) 5 0 CD j 10 SCAfE IN FEET I Inch -JO ft. 20 ~ i C-3004-N .E. NO. 46114 REACH 4 -36-INCH WATER TRANSMISSION MAIN -PHASE 2 CONSULTING ENGINEERS !Z-11 /v1V ~CONNW ION C:f)AN61?--Dlif:. TO DATE --~"=-1~~-•'t~'-~- WEST 16TH STREET AND POMONA AVE STEEL PIPE PIPING PLAN (AL TERNATIVEJ DATE BY DESCRIPTION APP'D D,SIGNE•l Z. KAYIRAN REVISIONS CIECKED J. MORENO DRAWN S. PATTINSON DATE 8111/96 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5243-S SHEET 12 OF 41 -r..J 0 e ~ ~ z f,. -·~ ------ -- - .. -- f-· - --· .. ------- ____ _J ___ _ -----\-- -;---- -----i-------.. - _, - L-. -+-.. -I---- ---- ---II -U _, __ _ -T ------------ ------r ,----_-1 ----'" -. -.. --1--. -,_ - -___ , --L_ __ _ r -f-----------'" . --- ---------+ -. -----+-_,_ - '--. ,_ =-r= ->-------L--·---I-----L -->----I-----'·· -- +----+-- - -.. -. . -_,_ -- ---+ "-' ---I -------, __ --------~ -- ~ --,--1 ------,----' -J...---·--•• - --L. _,----. .. --,----+-.: -. ---· ·--· ----'------'-----. ---i -· -------< L.:. -- ---1 ------ -----L; ___ • -------, •• -- "'"I ,---c·c± .•• -,·-·.: ·r--· --... ---,----- ----- r -·+·-.,. ----,---= -- -+ -. _------ .. ----__ '7. _L__ --------T --.... ------I ----1----- .. --- --- -z __ - ---• < ------- --='------L. -ii . -l--_ -....... ---".:.f::. ----r -- -. . ~;~----~t-il. -------_:--i_·_ .. --_,_ - j--- -------~ ---_,_ . ------ --" +----j .. I. ,-----> - - ----r ·-+ •--_, --,----+ -1----------, --I. -----------y -l -----, -----+---LL t L.. -·---+ -..L.....--------, _ _j_ c- -• _;:i:__-_------ - ---+- . -- r---- -- __ ,_ -- ------r ---- -L ---.. ---------- -f 1-------4-- . -------• -- _ ... -=-= t::: a;;:.: __ -=.j.::...:. - - -1r=- ___ L__ -,- _ _l,._ __ _ -- I· -I--I-- 5+00 ---' -,-. -- . •• -~ --.. • -" --· __ --,-~--t -~ -T ::-•+_~ ~ • .;clH~ ·,i -•-I-- ---"'I-; -~ ·f _, - ~ --!- ----- ·----#· --!I-"'" -'.L..:.:.:..: ,_ -. - 5+50 CEMENT MORTAR LINED AND COATED . -----4J.!)► FILLER BAR >~ J PLACED IN FIELD \J 116 FIELD PL/CED MORTAR STEEL PIPE WITH BELL TO MATCH EXISTING RCSCP END RING. JOINT DIAMETER SHALL BE VERIFIED IN THE FIELD PRIOR TO ·-\ FABRICATION. PUBLISHED JOINT DIAMETERS -------:--~~'-~i""!•c~ • '------'---->.'vi ARE AS FOUJJ#S: =""--"""""'---=-"<$__,.~ ""' •:··::·~~· ':P:l:,cznezz.r:zz:.,:zz,:zzLZ2oil,_fil_ PIPE DIAMETER r'"'-,;""'.{"".:_\.,..<, ________ ___,,_, 14" EXISTING RCSCP __yJ~l~T ~~:METER ---\_ FIELD PL/CEO 24 , MORTAR CONNECTION TO EXISTING RCSCP SPIGOT CONSTRUCTION NOTES ©-CONSTRUCT THRUST BLOCK PER CITY 01~ NEWPORT BEACH STD-5I0-L. SEE TABLE THIS SHEET @--12", I I¼' ELBOW (FE x FEJ ®--LONG SLEEVE (MJ x MJJ @)--12", I I¼' ELBOW (MJ x MJJ @---12" 22½. ELBOW (FE x MJJ JOINT DIAMETER 15.75" 26.25" -_....:,_..__ --• ---1-,, __ __ ,,_ --,_ ----- ---------_::_ ,.. . . ----c--I· ---.• ···- --:,___ ---. ----------- - --::--. : -'----- --- - - -.. ' PROF I LE SCALE• HORIZ. I" 10' VERT. I" 2' ::gei+ __-__ :------.. -. --- ---------+-- ' •••-I --!• -f---------- ---.. __ _,_ --j-- -----. ... . ---- - - -------.. , ---·· ---J ----.J_ ___ _ --.. ---, -- ---•- --l------ ~'9:H· ~-- -"'" .... -- -I--· --- -•.. - .----,,. ---,.. ---f-· ,/ " ·- ---+------I---- --.. -------- --.. ·~- ·----. +- -=L ic-ct • -~-. --- ----- '" ··-- +-.. . --. --- 1--· -----·--+- -----\ ---_ _j___ -' "----~ .. : . ·--; -:-- L -... -- ------, . --+-- _----_T ----_,___ --i --.,_ ----. --- 6+00 6+00 6+50 FIELD PLACED MORTAR EXISTING RCSCP \ ~~-----.·/.',_·.>.. /J1~,--.. 1f6-,,-rrV-< ~V,,[fD ~ft FIELD 1-~--~~ ~ ~~·~·~,,-<--------\(--f ~4~ /" ------------'-'---f'--'-'---'+"---------~--1 FIELD PLACED MORTAR L JOINT DIAMETER \__ CEMENT MORTAR LINED AND COATED STEEL PIPE WITH END RING TO MATCH EXISTING RCSCP BELL. JOINT DIAMETERS SHALL BE VERIFIED IN THE FIELD PRIOR TO FABRICATION. PUBLISHED JOINT DIAMETERS ARE AS FOLLOWS: PIPE DIAMETER 14' 24' JOINT DIAMETER 15.75' 26.25' CONNECTION TO EXISTING RCSCP BELL RCSCP CONNECTION DETAILS 4 NOT TO SCALE \/_ Y fj CONSULTING ENGINEERS 7+00 7+25 HARNESS RING ASSEMBLY '~ DESIGN PER AWWA M·/1 MANUAL. DESIGN PRESSURE=225 PSI 5'-(J' MIN. . LONG SLEEVE TYPE TRANSITION COUPLING. (STEEL Pf PE x DI PJ EXISTING RCSCP --- BELL OR SPIGOT END. CONTRACTOR TO FIELD VERIFY JOINT RESTRAINER STAR NATIONAL PRODUCTS FIG NO.SIB /'·6' r-6" OR EQUAL I... ·1 1· -1 ~CLASS 52 ____ _,.---~F==t· =·t==9r~~J?:::...., DUCTILE IRON PIPE I I i --' I I I I I I I I I '>-\. I I 1 \ I I : I I I \ _ _j ____ J_ __ J' ,~t===t-·=--==,~~-r---v 316 STAJNLESS STEEL TIE ROD CEMENT MORTAR LINED AND COATED STEEL PIPE DUCTILE IRON TO STEEL PIPE CONNECTION RECORD DRAWINGS fhese_ Record Drawing;; Im!~ looo11 l!f®I"''~ oosed on ;nformation submitlt."d 111 pmrt !l¥@tllffi;. Wl>i!ethl$ ;~f@l1iili.ilii©~ is la,li~ved to bo rel,able, ASL Consulti"I! Engineers i• ml r®si:xmsible for its accuracy nor for errors Of omissions which may have been incorporated Int~ ll'ese plans as a result. C-3004-N 1----+--+-----------+------"AP --P~RG ,.V~EDg ,,~? /J-;.,,~ /~ ~~-1----'--'---'R-'----"EC:.:A=c=H ::.:4::.:.=.:.-.:...3.:.::6.:.:.-1:.:.:N_c H__:_W.:.:.A:..:cT=-=E R=-=----1 ,:'I,..,{~! /A TRANSMISSION MAIN -PHASE 2 UTll,ATIES ENGU>flR/ 4GZI! ( \.....,Fr,t,E, NO, ~~- DATE ---'"1,___,-c,_l,z$-=-.-'1::!.<!b __ DATE BY DESCRIPTION APP'D DESIGNED DRAWN J. LOAGUE S. PATTINSON REVISIONS CHECKED DATE J. MORENO 8/22/96 W. 16TH STREET AND POMONA AVENUE WATERLINE PROFILES AND DETAILS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5242-S SHEET 13 OF 41 g C 8 ~ z F '---- -vi 0 •I I - CASE I ""'"',¾.,_,¾.,_,"'~ ~~ REMOVE AND REPLACE PER CMSD STD DWG S-/06 PROPOSED WATERLINE PROPOSED-_,,. WATERLINE 3" THICK EXPANS/0 JOINT FILLER ' t, I" SAND CUSHION OR APPROVED EXPANSION JOINT MATERIAL CASE 2 CASE 3 SEWER LATERAL REMODELING@ /8'-0' MINIMUM -- 1/• • ~UNDISTURBED EARTH CONCRETE SUPPORT WALL PROPOSED WATERLINE ~ '<{ :a,:: o, ~I o, Q. I t'..:>-J i ' I ' SEE SHEET NO. I/ OR 12 /8'·0" MINIMUM " v--~"v-=~-' -v'v' --.........-.._,,,.~--- , /~/ --AR'F-51o/11~fai'1\,/'F£'-£'F,/f,Y/S<;;FFf/1AftA/Q.-/.I,/ fl/!..,11 RC/tQ~S;P.Q;P.n '---~,-~ t TO NEAREST JOINT AT TV,lQ '\ EXISTING 16' CML&C STEEL PIPE (MCWD) ( ENDS. LOCATION FO 8£ F-l-£LQ : • ·,\.._ / DCTERl~h\JED .---, ___ ;\ ! --• SEE SHEET NO. I I OR 12 I ' (f \,_,,. ,, ,,. f--c,-~--+-,--~---,, ---,--~'~, I CONTRACTOR SHALL NOT DISTURB EXISTING THRUST BLOCK (~~---------~'-"'---'-¥,.L;,"'7!'-7"'79!=-1-----,d--------+---_i:_/'_-+'_._._" ➔··..\l,i >., .. ,,.~¾\"~\ ,• I""',"" -/ ,t W 16TH STREET \ ------------------( ':, \,_\ t ( ' I \ { ) I 14" BLIND FLG._/ EXISTING 30' RCSCP (CNB) 18' ---------------------------------... " -------r--,.--~-'s-;-_,.,__ _______ ~ D w >-~ (/) REMOVED /6' FE x FE BFV EXISTING THRUST BLOCK \ TO BE REMOVED __ _,. 16' SPOOL .\··' 16" FE x RT ADAPi'£R " 16" FE x RT ADAPTER@] /6' FE x FE BFV @ 16' FE x GT BFV @ \_16" BLIND FLG.~ ~~-✓'• ,''>,. •• :~R M~=-~-~:) • /6' PE x PE 22 ½•ELBOW@] l EXISTING POMONA AVE EMERGENCY INTERTIE MODIFICATIONS REMOVAL PLAN SCALE:½"· /'-0' EXISTING /6' ACP (MCWD! @ ........ ":::::..~ INSTALL /4'x ¼'WALL c~ STEEL y1/ PIPE. JOINT TO MATCH EX/Sf. OR EXISTING 30" STEEL WATERLINE TO "-J~--,--/ __ P~// CONNECTION AT BOTH ENDS. VER , BE ABANDONED IN PLACE AND FILLED I I /C TYPE OF JOINT SIZE AND LOCATION ~"':~ WITH GROUT. FOR LIMITS SEE SHADED STEEL PIPE (MCWD) /cc""' PRIOR TO FABRICATION. SEE DETAIL@ '¾"'""'-~ AREA ON SHEET I !OR 12 EXISTING /6' CML&C ~ ! /"''~,· 1/ I I ,~"'~ BUTT STRAP@\ : EXISTING 30' STEEL WATERLINE TO BE ABANDONED IN PLACE FILLED WITH GROUT. FOR TS SEE SHADED AREA HEET II OR 12 / ~y _./,:/7 d/- ~~-,:.:?' SCALE:½'· /'-0" r~KM CONSULTING ENGINEERS KEY NOTES @] PROTECT IN PLACE NOTES: I. THE F AC/UT/ES AND DIMENSIONS SHOWN HEREON REPRESENT THE INFORMATION AVAILABLE FROM EXISTING CONSTRUCT/ON PLANS. THE CONTRACTOR SHALL VERIFY ALL SIZES.LOCATIONS AND OTHER INFORMATION NECESSARY FOR THE PERFORMANCE OF HIS WORK PRIOR TO ORDERING MATERIALS. 2. REFER TO SHEET II OR 12 FOR OTHER DETAILS AND UT/LIT/ES IN THE VICINITY OF WORK 3. IT ////1 INDICATES REMOVAL OF PIPING, VALVES, THRUST BLOCKS, [L""-L//-"_//~_//'---"-' /IAND APPURTANCES 4. PROTECT ALL OTHER UT/UT/ES IN PLACE Rl:.CORD DRAWINGS These_ ReC?rd Drawillgt hav" lboo~ p,ep,!llroo oosed 1>11 inlormatior su_bmitte11 m part by ol:ller,;. w1,;ue tt~i~ orollom1ati@n is 001;eve«l lo be re Ir able, !\Si. Consulting l!'.ngimiers as ootresponsible for its ~ccuracy nor kw errors or omlss!om w.ilici! may haw bean lil<>Jfl!OO!lkl!II 1ntd these plans as a result. C-3004-N ~ED o/ A-~~·-·· r:A~~cM~s~10-N 3 ~~ 1 1~c~ ~~J~: 2 1-----,1----+-----------+----I J IES El<J!ilNr,liR l----'-'-:c..:.:..=.c.:.:.==-:..=_;_c_.:.:.::..=.:. _ _:__:_.:.;..:.:::.=.-=.._---I 1-----,f---+--,--------~--+----I I V R.c.E. NO. 46114 EXISTING EMERGENCY INTERTIE n-41 ~ tih_11wCt? Df'AWINGI 11 □ATE ... ," ·"'"" REMOVAL PLAN AT POMONA AVE DATE BY DcSCRIPTION APP'D DESIGNED Z. KAYIRAN REVISIONS CHECKED J. MORENO DRAWN 5. PATTINSON DATE B/22/95 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5243-S SHEET 14 OF 43 CONIIOtTI.OON IZ-21·9' ;: C C --.,s:. 0 -I D " ~ " ~ " , ' z L ~ ro m " 0 ' " ~ - .,, \; 2 .L 0 5 n 0 " 0 0 ~ o z • ~ < z .m () )> C " 0 D z " ~ z I 0 r 0 " () el §3 ~ .,, m 0 ; ~ z i5 ~ z -- __ T - --··I -- l------f------- - ---... .. -... ; .. -I···· ---------,-----j -- - -1-----, __ .... ---j-····- :..:......;..:; -- ------ ,----+- ---·-··t- ------+--- -i--------- --!--. - .... - -.. -- ··+---·· > ------ ---I--- -- --+---------- ·--. ··-- 10+00 --------J. - -T" - ----------.. ---------+----------- ------.4--' _!'I - m-,---.... I-.. r ---r -- --.... , ·- . .. I·· -- ____ j__ --- ----- --,--~ I I +00 ----L_ ---- ... _, __ -- -i-------- -----__ _l___ -----.. . . -"" . -. -- ------·- ----... - -- ---i----t-··---- 12+00 ;-- -,. - ---~ --·- -I--------+----··-t::-·-:r __ " --. + -1 - j--. --------- -r------f----· --i-----'-"'--_ _,_ .. -~--=---7 .,, ... r-· - ----- T" +---,--------- • --l--------------j-. --. -----·- ----1. -- ,.-:~----• :~ ---~ ~-" '_. •• ~ ;;; ' -... :., ~.;;. --.....-·!~~~ ----_ ~ 11!!11 -------... ---::I II--~ •!-;,---I ----•• , __ _-,-,-.., --- - - ----,-- -----'---- I __:_J....:.:_ -i,__ _.,___-......_-• ..;_....,;; ....,_ '_.......,. \iiii,;;,,,, "·l!!!!!!!---1=~ - _.J........_ ·-----· -_; -. ---!!J§;-.tc ---........_. _______ --......... -,_ -. ~, ~-~~---------II!'!!!!!! iii-' ---~-~-......... ___ ·-----·t JI'• , ~-l~-/-:--- --+--.,,.,, __ _ ------, -----,---. ,-. --. -· -· ---- -'-.. --- --1- .. c- " 1--• --¼--f- --t-- -1------- r 13+00 14+00 ----1----------;-----+ . ---t----I-- -+---i------,--- -----\ - - -----... ----- 15+00 -"i_ ; ___ f__ ·_.:., -----.. --+ - -.. .'t. -------------+ :-------,-- --· __, -I----· --+ -+ - - - - -l-• ·-. •. -• ·---__ l___ -j-_;_ __ -- -.. - -__ _.__ -1----~---1 - --•• --_ ,---- ~· -.---·--------· ----+ -------,j:: -------+ ---- --f +,~ -,• ---... Piiil!! ---- --+-- --:_ L -• -••-, -.. i------+-- --.. -'-,-,. -.. _, __ ·----. --.. . ·-. -- PROFILE SCALE• HOR I Z. I " 40' VERT. I" 8' 16+00 ----+-- 17+00 NO. --- - 7 70' 24' 59" --- 41' ' r--- ---,. ., .. -... --.---- ---+-- --,--- - - -·---- +-· _.L_ - :-=1 ..... -- r ED ( 0 SCALE IN rEET I Inch • 40 ft. ( CURVE DATA R l 408.0(Y 50/.56' -t- --... - ---- -.. - ··- . -- -· --,-----,--1 . ---;----1 .. - ---- -_ __,__ -=-=I= - . -- r· -_ _L:-_:------ --±----r-··:.::::.:.--_ -----------i----=-:-r_ ... -. ·-'" -+- - - - -,---1-- -··--lj-_~ ~~ct:~ - -- -1-.. ---..:.---f--------- --➔ - r r _· --i 2+00 "f' I T 2ff1.90' WATERLINE - ---t -~--- - ----- + -J-l----J--- ~ ! ., + . --- . -. - 3+00 CONSTRUCTION NOTES 4+00 0 REM(J,IE AND RECONSTRUCT EXISTING CROSS GUTTER AND SPANDREL PER crrr OF NEWPORT BEACH STD-/85-L 36'(FE x MJ!ADAPTER 36' WATERUNE,BACKFIU AND BEDDING PER crrr OF NEWPORT BEACH STD-106-L REM(J,IE AND RECONSTRUCT EXISTING SIDEWALK.CURB AND GUTTER TO NEAREST JOINT, THE ENTIRE PARKWAY WlfJTH PER C!TY OF NEWPORT BEACH STD-182-L 39j3Z51'5(J' ELBON. FOR DUCTILE IRON 22 ½" AND I t'14' (FE x FEJ El.EONS 36',45" ELBON 8' PVC -SOR 35 SEWER PER C!TY OF NEWPORT BEACH STD-106-L 4! DI AMIT ER ST IWDARD MANHOLE PER crrr OF NEWPORT BEACH STD-401-L CONSTRUCT MIWHOLE (J,1£R EXISTING 8' V.C.P. SEWER. REM(J,1£ CONFLICTING PORTIONS OF EXISTING SEWER AND PLUG CUT END WITH CONCRITE. 6' SEWER LATERAL CONNECTION PER crrr OF NEWPORT BEACH STD-405-L AND 406-L. RECONNECT TO EXISTING HOUSE CONNECTION AT RIW. CONTRACTOR SHALL COORDINATE REM(],/ AL AND REPLACEMENT OF LATERAL WITH C!TY OF NEWPORT BEACH. 36' x JO' ECCENTRIC REDUCER {FE x FEJ BOND ALL JOINTS PER DIT AIL @ ELECTROLYSIS TEST ST AT/ON NOTE: REFER TO PAVEMENT REPLACEMENT SHEU 39 PUBLIC WORKS DEPARTMENT SHEET 15 OF 41 -- -- -- 0 ,, C ~ 0 ~ 5 -I l1' 0 I I ,. I .,r:;. 1- \; C ~ z "~- --+---- I --.... ------- ---- --~ ----- F- --r-· - ·----- ---... -I--- I---, __ - ---+ --------I_ + _..:_I---------'I+- ----i:i --·-· -- ,---- ----- -1-----I-- -· . ----. - • " L -... --- ----- --.. -----I·· -·-----·------. -· . . . . ---•--. . ..... -----. 17+00 18+00 THRUST BLOCK TABLE PIPE STATION SIZE 30'WATER 24 • 9631 13 S.F. PIPELINE <i, CURVE DAT A NO. R L T 67" 31' 39'' 408.00' 480.86' 272.76' ® 43' 30' 00' 420.00' 318.87' 167.56' -1--- ---+------:/ ;:T-.. +-:-•.:; --·- ---- -,_,,, __ _ --, .... -. ----- ---:------+ ----+ ------------+ 1---I-· --+ ··---- -I-- - -----;--I-------·--- •-- - ---t-- -+-I------1-------- -----1--- -------t ---------+-. ···---· -t--------- - -------.. -.. ~ -----"' -. ::::__, -------t..;. ---· -... -. ' ------ --- 19+00 --1-::----•-- -~ _, --I-;:', ·: • -- •---- 20+00 _:::::: • =--- -~ i ----1--- 1 --_____ , f--- -+ -•-I------ 21+00 \ ~:.. ---+- ----t___::--- ---- -.. ---.. ,.. -.... -...; ----------;---- __ ,_ =+ ----... - --:----r- ---+--- ----__ _,_ -' +-- -'-.:._r------c--+--+ --·r-;:,···:::1--~ ---+ ----=±=--· -·-.. -. .. . . _, . -·! i--- --> ,. _, -.. ---- ---- I----,--- . --+ . -~-. ----.. , ____ _ --_j ___ _ : ____ '--. 4=:~·JJ_j --1----j - ' • -~ ·· i ·· I •• , ••• ----....--- -+----,::: ... --•• --·r •• -·1;:--:-~.----1 .. s~------~--- -----_-_,.. -... ".:::-_--r= __ -----_:.:J_---::_._+----T=----~-----,-- ---__ __j_ --.,. .. -, -- -r ---·----'------- ···--_,, •--t------•---. ' ---- ,--, · I ----: - -,- -l---,- 22+00 ·-1--• ----;-- HORIZ. 1"=40' VERT. I" 8' EXISTING 30' STEEL WATERUNE CONTRACTOR TO FIU WfTH GROUT AND ABANDON IN PLACE. LENGTH ::: 900 LF. -- 23+00 ---I ----- -- -----,-----1 ------- -· ---_, ~-I•· •· -.~,, ~ -- -, __ ----+---+ ----' ----- - --- ------,,, -, __ . --. ,-- -------1-___ .,, --1.. --., --·· ------1--.. I--; .L·-+---- --- --------------------.,,._ __ -- -;-----c-· ------ --_::;_.~ L ~ __ ,,_ ··:. ----' --- - ---- - --.. +-----.... ··I I-· I" - . .. ... .. ... . ... --.. .------!---- --+- ....,.._, --- -- _,_ ----+- --, - ·-·----· 24+00 T -. --- 25+00 I CNS 30' -WAIT/ RUNE EASEMENT, STA 24 • f7DO 2. -------. --- --· ··-· ---· ·---r--' - -1------------,... - ----' -T - - -,---- -r --- --·---I -___ '.::! ----- -------l ------- --. ..:.1-----.._ --------r--- ------+-' 26+00 8A YS}-JORE'.S JYJE'.D J CJ-\L -+ . 1-- •• -, - -"t I ---t··-- ------- -------... r---- -- --r----- .. -., .. -·---I·-·- .. ·-...... . ---------... ---:--·· 27+00 CONSTRUCTION NOTES @ CONSTRUCT THRUST BLOCK PER CfTY OF NEWPORT BEACH STD-510-L SEE TABLE THIS SHEET - - - - - 0 REMCNE AND RECONSTRUCT EXISTING CROSS GUTTER AND SPANDREL PER CITY OF NEWPORT BEACH STD-185-L @ 36' WATERUNE, BACKFIU AND BEDDING PER CITY OF NEWPORT BEACH STD-106--L @REMCNE AND RECONSTRUCT EXISTING SIDEWALK, CURB AND GUTTER TO NEAREST JOINT THE ENTIRE PARKWAY WIDTH @) 30', 22 ½. ElBON @ REMCNE EXISTING 6' AC.P. WATERUNE AS REQUIRED FOR CONSTRUCT/ON. CONTRACTOR TO FIELD VERIFY EXISTING LOCATION OF 6' WATERUNE. REPLACE WfTH 6' F'VC DR/4 C-900 Pf PE. CONTRICTOR TO PROVIDE TRANSfT/ON COUPUNGS AS REQUIRED. @ 36' x 30' ECCENTRIC REDUCER ® 36', 50'3/'29' ElBON. FOR DUCTILE IRON.USE 45° ElBON (MJ x MJJ CONTRACTOR SHALL PUU JOINTS ON EfTHER SIDE OF ElBON TO MAKE CORRECT DEFLECTION. MAX PUU • /.5" @ 36', 45° ElBON (MJ x MJ) ~ 4'COMBINATION AIR REL£~ AND VACUUM VA!_VE \!31 ASSEMBLY PER DETAIL I I Q. CONSTRUCT FIRE HYDRANT ASSEMBLY PER CITY lf2:3J OF NEWPORT BEACH STD-500-L IJTIUZE EXISTING HYDRANT HEAD @RECONSTRUCT EXISTING CONCRETE DRfVEWAY PER CfTY OF NEWPORT BEACH STD-164-L @ BOND ALL JOINTS PER DETAIL @ @36' CLASS 150 (MJ x MJJ BUTTERFLY V A!_VE WfTH V A!_VE BOX AND RISER PER CfTY OF NEWPORT BEACH STD-508-L. SDD-510-L-C AND STD-511-L 40 8,0 NarE, -------,, REFER TO PAVEMENT REPUCEMENT SHEET 40 0 ., .c - 0 ~ C ~ □ ~ z ~~- R/W 4' R/W 20' 60' 19'-6" 10'-6'' I 2' A.G. OVERLAY KEY NOTES @J PROTECT IN PLACE NOTE: FROM STA /2•53.43 TO STA 14•04.43,GRIND EXISTING A.C. PAVEMENT ENTIRE WIDTH OF STREET AND REPLACE WITH 2" A.C. OVERLAY R/W - ti I 9' II' MIN Lu i-,1 1c---"----------'ll.--fl.._ __ _;_ ____ .i EXISTING CURB &; ~· Q (/) ! PROPOSED A.G. PAVEMENT 4,_6,, GUTTER ~ EXISTING :r:: 1 AND BASE REMOVAL AND I SID~MX: /~~ZG CURB ;,._;_::;,t"2,,,~li R;::-1 \ 1_ C . '. rt='=== l=~=:0= 1 :=~=1=&=1=,2=1=1' u,r'.l\',,,o,,,.2\lk. , __ =--=-'' "=~· ,_ isHddiJ,L_-~~, -, l!t 6' ~ c.:i ~ ~ ',: co GRIND EXISTING AC.PAVEMENT A .. ~" 1 : : 1 .. ,J'-O' ~ MIN 2' FROM GUTTER TO ([. AND ~ ~ >I REPiACE WITH 2" A.C. OVERLAY ~ C, r---TRENC'i I I LIMITS ~ I I ' 20' 12' L ___ ~_J 8' ~ Q:J t:; ~ ',: • ~ 60' I ' I 30' ' I ' ' 4' 6' ' I ~ (!) ' ~ I I TYPICAL EXISTING PAVEMENT SECTION FROM STA. 9•98.43 TO /8•62.77 3.6" AC.PAVEMENT 5.4' AGGREGATE BASE TYPICAL PROPOSED PAVEMENT SECTION FROM ST A. 9•98.43 TO /8•62.77 4" AC.PAVEMENT /3" AGGREGATE BASE KEY NOTES I 12 I PROTECT IN PLACE R/W If' 19' I /8'-6" 11'-6' :---------i,,,,j,,E---------------~· -----------------'ll~i-----------,~· ' 5' 25' 14'-6' MIN ~PROPOSED A.G. PAVEMENT REMOVAL AND REPLACEMENT 7'-6' r-0·.1 j.._ ¥ 9 I I ~ I I TRENCH _.,,J C, I LIMITS I I I I L ____ J 8' 6' ,C KINGS PLACE PIPELINE\\l lJH ST A. 18 • 50.00 '\..' ".)' SCALE: I"= 5' - 5' 3' 8' TYPICAL EXISTING PAVEMENT SECTION FROM STA. 13•28.26 TO STA. /9•57.13 4..8' AC.PAVEMENT O" AGGREGATE BASE TYPICAL PROPOSED PAVEMENT SECTION FROM STA. 13•28.26 TO STA. !9•57.13 3' A.C.PAVEMENT II" AGGREGATE BASE KEY NOTES @] PROTECT IN PLACE R/W ~---13'-6' MIN FROM STA.!8•62.77 TO STA.32•96.0/VARIES FROM ~ /3'-6' TO 20' FROM STA. 32•96.0/ TO STA. 36•24.52 / 60' R/W 10'-6" I 19•-5• 20' /0' -2" A.G. OVERLAY ' I ' PROPOSED A.G. • ti ! PAVEMENT REMOVAL Lu! AND REPLACEMENT ~ ! 6'-6' I (/) ! / EXISTING I ~ ! EXISTING \ SIDEWALK@] r EXISTING CURB & -! EXISTING CURB & . SIDEWALK ,j GUTTER @J l ($]! GUTTER ~ ~---~--_,: ·-· . ' /'-o· > I I ' I I -~----.--.. ". " -~:·~ ---,, . .. . . _; .,, t--------1 -'-":..-.1-+I •• _ > I .._ r-o" , I I GRIND EXISTING AC.PAVEMENT A 9 ' ~ I ra ~ TRENCH %ttf~tE 2/it:IM2" ~~rT&,1:f (A/l. AND I ~ I LIMITS C, ' ' L_ .. ,__J ~ 2' 2' 6' /0' 10' JO' ' ' ~ uS? ,_ 'LL. -.J LL. "S( "S( t5 ~V) R/W ' EXISTING ~ ' SIDEWALK \ :\ ~ $i ~ s • <o I /'-6" EXISTING CURB & GUTTER ~ ~ u ~ :s: ~ - I 20' - ! ~ ~ (..) ~ :s: ~ ~ (/) ca SECTION 16TH ST. PIPELINE ST A. 25 • 80.00 SCALE: /' = 5' 30' 18'-6' PROPOSED AC.PAVEMENT REMOVAL AND REPLACEME7 12' MIN 5' I r-C:: ~I j c > I 1 ... r-cr I ra :__TRENCH I \J I LIMITS L_ . .,._J 10' 60' ' ' I i i RECORD DRAWINGS ; "'""'. Record Drawing~ ™'v• looen ll'•ll~red based on information ·,u_!lm,tled '" par! llyothers. While this informi,ii@n is believed to be ", 1-~!iable, ASL Consulting Engineers is not fe!;iponsible for its accuracy ,;1· lor errors or omissions Which may have been onco,porated int~ --'3Se ~ans as a resutt. SECTION 15TH STREET PIPELINE ST A. /2•75.00 SCALE: I" = 5' -- ~ 8 ~ c:i (/) • <o t<) - - 30' 19' EXISTING CURB & GUTTER = =as&.--• --. .'; , 13' ct: Lu I--~ :s: • <o /D' \JI. Afj 15' 5' ~ ' I ~ (!) co TYPICAL EXISTING PAVEMENT SECTION FROM STA. /8•62.77 TO STA. 36•24.52 3.6' AC.PAVEMENT /4.4' AGGREGATE BASE TYPICAL PROPOSED PAVEMENT SECTION FROM STA. /8•62.77 TO STA. 36•2452 4" AC.PAVEMENT /3" AGGREGATE BASE R/W ' ' EXISTING SIDEWALK\ ' I ' ' ' ' ' I 171 ' ' ' ' I TYPICAL EXISTING PAVEMENT SECTION FROM STA. /0-04.00 TO STA. /3•28.26 7.2" AC.PAVEMENT 3.6" AGGREGATE BASE TYPICAL PROPOSED PAVEMENT SECTION FROM STA. 10-04.00 TO STA. /3•28.26 3" A.C.PAVEMENT /3" AGGREGATE BASE C-3004-N APPROVE] \ REACH 4 -36-INCH WATER l-----t--1------------+--,,;;;t,JJRf.!CJ.E~.NO. '6114. ___ T_R_A_N_S_M_IS_S_IO_N_M_A_I_N_-_P_H_A_S_E_2 __ -I iiilf~ llaa L.-11"91 CONSULTING ENGINEERS DATE BY DESCRIPTION APP'D REVISIONS I \,.,., ' STREET CROSS SECTIONS AND SEWER ]ATE ., -•'1> 4"' LATERAL REMODELING DESIGNED DRAWN J. LOAGUE S. PATTINSON CHECKED DATE J. MORENO B/22/96 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5243-S SHEET 17 OF 41 i I -...J 0 _,, .. .t:---- RIW I /'-6" CURB & GUTTER@] 6' 80' 40' 40' 28'-6" 29' ' I 2" A.C. OVERLAY PAVEMENT REMOVAL AND REPLACEMENT GRIND EXISTING A.C. PAVEMENT 2:' MIN f5 ~-PROPOSED A.C. PAVEMENT lJ... AND BASE REMOVAL AND 8 EXISTING CURB & EXISTING REPLACEMENT i,;;-l SIDEWAU< i---------"-17---''-6=-"--------->,':1 GUTTER ~ ! --~~-------~ ~~----··· ~cc=J ....... ,; .·.-· • .-.-., '.·::• ,._., :-.-, '.·:-' -'.·:-' :. " I I I I I I I l""'l~f----TRENCH i ~~ i UM/TS L ___ J 20' SECTION GRIND EXISTING PAVEMENT 2" MIN. TO STREET (£.REPLACE WITH 2" AC.OVERLAY 27' 9' RIW 4' CUFF DRIVE ST A. 20•86.57 SCALE: I'= 5' TYPICAL EXISTING PAVEMENT SECTION ST A. FROM /9•57 J3 TO ST A. 25•03.00! 4.8" A.C. PAVEMENT EXISTING BLOCK WALL@] / CONNECT TO EXISTING 2' COPPER PIPE WATER SERVICE /CONTRACTOR TO VERIFY LOCATION, MATERIAL AND CONNECTION! COPPER BLOCK WALL@] O" AGGREGATE BASE TYPICAL PROPOSED PAVEMENT SECTION STA. FROM l9•5TJ3 TO STA. 25•03.0& 3.0" A.C. PAVEMENT 13' AGGREGATE BASE ,'----2"PRESSURE 2"TYPE Kt=_J. EXISTING . EXISTING AC.PAVEMENT !REMOVE AND REPLACE AS REQUIRED.MIN/MUM SECTION 4" A.G. OVER 6" BASE! --REDUCING VALVE 1 -,'-\-._ -fJQX PER DETAIL ~ i I -I ,I <.__ --. l~-DF._-?._)(!J 1 _c+---+-, ~EXISTING LANDSCAPING • ----' ~ T REMOVE AND REPLACE -----CX', ..... 1 _ '-, I AS NECESSARY ~ REMOVE EXISTING -------"• ! _,,,,,,,--2" TYPE K VALVE BOX AND ---·----' V COPPER EXISTING FIRE HYDRANT RISERS ---,.,~ --/-~~------_ J --__ I ~ ESXISTING 30' TO BE SALVAGED ---------~-'"--1-_ _ _, T_.....,.,,. TEEL WATERLINE ~ • 1// ----►-;.2i; -'.:-:· _ -----!TO BE ABANDONED! ./fA'zuAl;"'·;;:ic ,, ~ ::, '/. ·-... I • ;°•~-"-~--• -__ .::::::, ---1 6' F~DF{ANT/>SSE-;;;_9 ·-'-;.c_:::.:~::::_, :; ' ; ,;'.? -~ • • '~'. -·~ --------, .. /_ - PER CNB STD-500-L -Ii I l. ',·, :: 1;'/ ,_x t::?Zi •. ------.',_; - I ' / ' /' I • :-X:: ~-;r"'.x"' I • ' ~/ ='('9 Ex1sT1NG 6" DIP _ 1 11 ,1 / 'r_7 :'•~ •;:-:-:~~'I: 1 1 coNNEcT To Ex1sTING 2· l0f_ _ _.0:..::·-.=E3.=f.=·· :.=AB=:A=:N:::::DO:=N:=E=:D::.:J ==~·±+1L.J.:t;-;t2::::::'S:'.:2 ±=:.:::-~-=·=:.·· =:'.: ~~""-=.-=--_ _ __ ___ ___ __ ___ _ r----~----. I RRIGAT JON LINE (CONTRACTOR -. . . . --1---------.... --.. ~---, --.---, ---,----TO VERIFY LOCATIONJMATERIAL REMO./£ ABANDONED METER BOX? i 1!1 ;)>' ;_ ':. -:-'./. ";:,>'i· I l•:; ";.,. -•:_> ·._.,;·_::;·,·:. ·_, AND TYPE OF CONNECTION 6' CLASS 150 RESILIENT • \ t -+1--......._-EXISTl;G ROLL.ED-CURB WEDGE GATE VALVE > I 111 )---------=2.~TYPE_K_ AND GUTTER (FE x MJJ WITH VALVE \ BOX AND RISER PER CNB <_J:. 'r· 2" SERVICE SADDLES COPPER EXISTING CONCRETE DRIVEWAY STD-511-L AND STD-5I0-L-C----_,,,: WITH CORP STOPS CONNECT TO TO BE REMOVED AND REPLACED 8" x 6' REDUCER !FE x FE!---.._..: PER APPLICABLE EXISTING PER CNB STD-164-L PORTIONS OF CNB METER STOP EXISTING 2" SEFNICE METER !PROTECT ---~lh-___J, ~__,., STD-503-L IN PLACE.CONNECT TO NEW Z' SERVICE PIPE) ! Ill ! 111 \ -------r---·-·ttJ ____ ----l~--------------------------~-------------~-------------~--------r( · ,l __ Jj I I Ill \ \ u,_,___,~---..,-u------------------~ PROPOSED-36' WATERLIN( STA. 24•35.00 36' x 8' TEE SEE SHEET 16 2" WATER SERVICE RECONNECTION CLIFF DRIVE I SCALE,¼'= r-o' I 6 RIW RIW 60' 20' 19'-6' I0'-6" l.tJ I 6'-6' MIN :,. ' : : PROPOSED A.C. PAVEMEN EXISTING CURB &: ~ i AND BASE REMOVAL AND GUTTER@] a::: REPLACEMENT EXISTING SIDEWALK EXISTING CURB & :.e: I ~i EXISTING (;;)J' S/DEWAU<I 12 I I ' @J GUTTER@] ~========~ 0 5'-6" 9'-6" !;e I I ~ -, ~ I~ TRENCH I LIMITS L __ ~_J 6' 9' 9' ! ~ ~ ci I Cl I ~ ~ "" ~ 3s:: V) 3s:: "" ~ • ~ > -co cc, SECTION F MONROVIA AVE PIPELINE VAR STA.1'15.00 '-- 2" !FE x THDJ BRASS NIPPLE SCALE: I" = 5' 2' PRESSURE REDUCING VALVE !FE x FE! 2"TYPE K COPPER 2" CLASS 125 GATE VALVE WIHANDWHEEL (THD x THO! TYPICAL EXISTING PAVEMENT SECTION FROM STA. 9+63.00 TO STA. 9•98.43 3' A.C. PAVEMENT 5.4' AGGREGATE BASE TYPICAL PROPOSED PAVEMENT SECTION FROM STA.9•63.00 TO STA.9•98.43 3" A.C. PAVEMENT II' AGGREGATE BASE 17' x 30' PRECAST CONCRETE METER BOX WITH STEEL TRAFFIC RATED COVER A.C.PAVEMENT 2" UNION 2:' TYPE K COPPER 1///....,i; 2" !FE x SWEAT! ;\\;;J,'.I ,\WI., ,\W/1., Wl.1/f Wl.1/f Wl.lff WI.If/. '-"~>i;;Wl.lff _,,. VI.I" ,\W/l.lf/:..\\\\Wl.ll&\\\WII.II/..\\\\Wl.ll&\\\W/1.11& "' ¾" CRUSHED ROCK 9 ,\W/l.l/&\\\WI.II/..\\\\WII.II/..\\\\Wl.ll&\\\Wll.ll&\\1 '4 ,__ 2"PRESSURE RECORD DRAWINGS These_ Rec~rd Drawing$ i1.ava ooen pr~~r®d ba~®!l "~ lnformat,o . submitted m i>arll lly other$. WJ1iie ih!$ onfomi~!il>rn i• t,.,Ji®"•d to be reliable, ASL Consulting Engineer,1 i$ oo! filSIJ<lMlllle for ilil! ~ccumcy nor for errors or omissions Whlcli mayhawbeenil'ICClrP)jatedlnt~ these plans as a result. KEY NOTES @] PROTECT IN PLACE ;;Ji l---t---t--------------1---1 U~LITIES ~lflEElf'-4-""".....,..=-- REACH 4 -36-INCH WATER TRANSMISSION MAIN -PHASE 2 CONSULTING ENGINEERS DATE BY DESCRIPTION APP'□ REVISIONS / ~.C.E. NO. 46214 DATE "l-•i•'t( DESIGNED DRAWN J, LOAGUE S. PATTINSON :HECKED DATE J, MORENO B/22/96 STREET CROSS SECTIONS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5243-S SHEET 18 OF 41 Motloot,CGII 12·29-tJ -eO 0 ,,.. ,J:. - \ \ u \; z 6 ' 0 " 0 M 0 -§s n ~ ll - a D S! ::; z a ~ z ------- 60- t 314" WIRE MESH REINFORCING --.. CEMENT MORTAR LINING 3/4'WIRE MESH RE/NF. • ~ . . .. I /-/ I I /-/ . 5" MIN 7"MAX I' /CJ' SECTION • • ~ -_. - --'---.:. ,,:,_· -• • ,-·____., ~ . .... I' MIN. I" ½" MIN Ml FIELD APPLIED MORTAR AFTER WELDING /0' MIN. SECTION /' ½" /" Ml MIN BUTT STRAP DETAILS NOT TO SCALE t !TYP) .... 4' STD. STL. COUPLING 60" BUTT STRAPS TO BE SHIPPED LOOSE IN TWO PARTS FOR FIELD JOINING CEMENT MORTAR COATING MORT AR APPUED AFTER WELDING d I" MIN. 4'PLUG CEMENT LINED FIELD APPLIED CEMENT MORT AR COATING BUTT STRAP STEEL PIPE CYLINDER EXISTING CENTRIFUGALLY APPLIED CEMENT MORT AR LINING FIELD PLACED MORTAR MAX RESTRAINED JOINT 6/l0/97 ,>t . CIVIL ~,._ t• 114 "MAX. t • 118 'MIN. CARBON STEEL SUP-ON FLANGE t t DRILL AND TAP I HOLE STEEL FLANGE DETAIL NOT TO SCALE FIELD PLACED MORTAR MORT AR LINING PIPE INSIDE DIAMETER CARNEGIE STYLE JOINT CARBON STEEL PIPE LINING FIELD PLACED MORTAR GASKET FIELD PLACED MORTAR SHOP APPLIED CEMENT MORT AR COATING SHOP APPLIED CEMENT MORT AR LINING UNRESTRAINED JOINT STEEL PIPE JOINTS NOT TO SCALE C-3004-N APPR~ L TR~~As~~s~10-N 3~~:~c~ ~:Ji: 2 1---1--------l------------+---l ~TI fN<lN½'R. t---------------------i "--./ R.C.E. NO. 46114 CONSULTING E:NGINE:e FIS DATE BY DESCRIPTION APP'D REVISIONS DATE _ ___:"li..:.,.• I.,,_'!>.:__· '\,_,r..___ STEEL PIPE DETAILS DESIGNED DRAWN ~. LOAGUE S. PA TTINSO~ CHECKED DATE J. MORENO 8/21/% CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5243-S SHEET 19 OF 41 llET-5HT2,00N 8·1·11!1 ~ c;; • 0 J, jj > < -:0 z m g r ~ TI z )_;~- 0 I ,.. ½" HOLES @ 3"0.C. TWO ROWS 2--2· r ¼" 0 STEEL ROD HANDLE, FILLET WELD Cf:',., TO TOP OF COVER PLATE. '0 --2'-2" 0 SCHEDULE 40 STEEL VENTED COVER. WEW ¼" PLATE TO TOP, PROVIDE 4 ANCHOR LUGS AT BOTTOM, HOT DIP GALVANIZE AFTER F ABR!CATION, PAINT INSIDE AND OUTSIDE WITH TWO COATS OF "BLUE GLOSS" ENAMEL PAINT 2' x 2" x ¼' ANGLE,3"WIDE (4 REIYD!(J) Z-6' x 2'-6" x 6" CONCRETE P/.D WITH 6" x 6' W2.9 x W2.9 WEWED WIRE FABRIC REINFORCING COMBINATION VALVE ENCLOSURE DETAIL I SCALE: ½" = /'-0' EXISTING 30' x ¼" WALL STEEL WATERLINE EXISTING 8" HIGH PRESSURE ZONE/LOW PRESSURE ZONE INTERCONNECTOR t TO /6" PVC PIPELINE. SEE GROUNDWATER DEVELOPMENT PROJECT REACH 4 PHASE I 21 36" CLASS 52 D. I. P. 36' x JO" ECCENTRIC REDUCER (MJ x MJJ 30" CLASS 52 DIP SLEEVE TYPE TRANSITION COUPLING WITH ANCHOR STUDS.SMITH BLAIR STYLE 413 OR EQUAL DUCTILE IRON PIPE PLAN CONSTRUCT /3 S.F.THRUST BLOCK PER CITY OF NEWPORT BEACH STD-510-L EXISTING 30" STEEL WATERLINE CONTRACTOR TO FILL WITH GROUT AND ABANDON IN PLACE 36" FE x MJ ADAPTER 36' CLASS 52 D. !. P. ....... ....... 36" x 30" (FE x FE) ECCENTRIC REDUCER JO" 22 ½"(FE x FE! ELBOW ---- DUCTILE IRON PIPE PLAN EXISTING JO' x ¼" WALL STEEL WATERLINE SLEEVE TYPE TRANSITION COUPLING WITH ANCHOR STUDS. SMITH BLAIR STYLE 413 OR EQUAL TY P r:--:-r-r-----f,) ¼' ¼" 0 STEEL ROD VENTED COVER PER DETAIL@ ENCLOSURE HANDLE DETAIL NOT TO SCALE 36" PIPELINE CONNECTION AT E. 15th ST AND SIGNAL ROAD SCALE: ½" = f'-0' 36" PIPELINE CONNECTION TO EXISTING 30" STEEL WATERLINE SCALE: ¼" = l'-0' 4 15 5 16 ~-It,~ • I I/!. '<! ':s "' F c~l)~'<l TYP ¼" VENTED COVER PER DETAIL(!) 113" x 5", 316 STAINLESS ST EEL ANCHOR BOLT ANCHOR DETAIL 3 EXISTING JO" x ¼' WALL STEEL WATERLINE NOT TO SCALE (\ --,--- -y--,f-T-- '---' -L.J~--'-~-L---,;:--..Y EXISTING 8" HIGH PRESSURE ZONE/LOW PRESSURE ZONE INTERCONNECTOR I ' ' I TO /6" PVC PIPELINE. SEE GROUNDWATER DEVELOPMENT PROJECT REACH 4 PHASE I 36" STEEL PIPE 36' x 30" ECCENTRIC REDUCER 30" STEEL PIPE STEEL PIPE PLAN CONSTRUCT /3 S.F. THRUST BLOCK PER CITY OF NEWPORT BEACH STD-510-L EXISTING 3/J' STEEL WATERLINE CONTRACTOR TO FILL WITH GROUT AND ABANDON IN PLACE 36" STEEL PIPE ....... ....... .............. 36' x 3/J' ECCENTRIC REDUCER EXISTING 3/J' x ¼" WALL STEEL WATERLINE w~KM CONSULTING ENGINEERS 30" 22 ½. ELBOW DATE BY STEEL PIPE PLAN DESCRIPTION APP'D REVISIONS 30"BUTT STRAP PER DETAIL ffi QJJ DESIGNED DRAYIN J. LOAGUE S. PATTINSON CHECKED DATE J, MORENO 8/22/96 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT ' ' -.. - - C-3004-N W-5243-S SHEET 20 OF 41 " ~ z I D 5 ~ D Cl I ~ C " D I ~ ~ ' z D C 7 a ~ " . 0 ' :a w " $ " z rn n ,, C ~ 0 JJ z ~ ~ !l- ..c. -- z z il D TI O m D ~ JJ □ ~ m O n TI ~ !:'.j z a ~ _L 8" X 4" -------. 0.1. ECCENTRIC REDUCER (FE x FE! 8" 0.1.91]" ELBOW !FE x FE) 36" x 8" D.I. TEE IMJ x FE! 4' CLASS 150 RESILIENT WEDGE GATE VALVE PER CITY OF NEWPORT BEACH ST0-5I1-L (FE x MJ) -----' I~ ) ..__ -I 8" DJ.90" ELBOW (FE x FE) 36' x 8" 0.1. TEE (MJ x FE) I , I ! I RIW 4" COMBINATION AIR ~ 1 • 1 RELEASE AND VACU~M "------r--- 26" ENCLOSURE VALVE APCO l49C OR EQUAL CLASS 150 FLANGE EXISTING CURB AND GUTTER .. W2.9 x W2.9 WELDED - WIRE MESH CONCRETE PAD - 4"CLASS 52 DJ.PIPE 4" CLASS 150 N.R.S. RESILIENT WEDGE GATE VALVE PER CITY OF NEWPORT BEACH STD-5II-L (FE x MJJ PER DETAIL ffi i\@7 ' ' I ½" EXPANSION JOINT FILLER MATERIAL ITYPJ 4"CLASS 53 DJ.PIPE 4" D.l.90' ELBOW (MJ X MJ) 4' CLASS 150 NR.S.RESILIENT WEDGE GATE VALVE PER CITY OF NEWPORT BEACH STD-5I1-L IMJ x MJ) SECTION A NOTE: ALL MJ FITTINGS SHALL BE RESTRAINED .__,,. EXISTING CURB AND GUTTER REMOVE AND REPLACE TO NEAREST JOINT PER CITY OF NEWPORT BEACH STD-182-L OR STD-I83-L 4' CLASS 150 N.R.S. RESILIENT WEDGE GATE VALVE PER CITY OF NEWPORT BEACH STD-5II-L ....----"-I I I I (MJ X MJ) VALVE ENCLOSURE PER DETAIL @ 4"CLASS 52 DJ.PIPE 811 X 4" D.I. ECCENTRIC REDUCER !FE x FEJ I 4' COMBINATION AIR RELEASE AND VACUUM VALVE APCO l49C OR EQUAL CLASS 150 FLANGE 0 0 ,, --·E--# --• ---ep ~ 0 0 ,' C\l - b 2'-6' !EXISTING) A-; LANDSCAPE .• • DUCTILE IRON PIPE PLAN NOTES: ~-:J;\~ I. LOCATE BEHIND BUS STOP AT~}!!,_~r} 2. LOCATE 3 FT BEHIND CURB AT STA 18,04./8 !KINGS PLACE) 3. STREET IMPROVEMENTS NOT SHOWN FOR CLARITY 4" 90"ELBOW !FE x FE) 4" OUTLET PER ----- AWWA STD C-208 36' x 4'TEE 4' CLASS 150 NR.S.RESILIENT WEDGE GATE VALVE PER CITY OF NEWPORT BEACH STD-51I-L (FE x FE! 4"9Q°ELBOW !FE x FE) 36' x 8'TEE 4" COMBINATION AIR~_ RELEASE AND VACUUM VALVE APCO l49C OR EQUAL CLASS 150 FLANGE EXISTING CURB AND GUTTER W2.9 x W2.9 WELDED - WIRE MESH CONCRETE PAD- 4' X ¼"WALL STEEL PIPE ENCLOSURE ffi PER DETAIL CZf5l ½" EXPANSION JOINT FILLER MATERIAL (TYP) 4" X 1/a'WALL STEEL PIPE 4' 9Q°ELBOW !FE x FE! 4" CLASS 150 N.R.S. RESILIENT WEDGE GATE VALVE PER CITY OF NEWPORT BEACH STD-51I-L !FE x FEJ SECTION ® EXISTING CURB AND GUTTER REMOVE AND REPLACE TO NEAREST JOINT PER CITY OF NEWPORT BEACH STD-I82-L OR STD-183-L ....---._ "1 I I I I I 4" X 1/a" WALL]- STEEL PIPE 4' CLASS 150 NR.S. RESILIENT WEDGE GATE VALVE PER CITY OF NEWPORT BEACH STD-511-L (FE x FE) VALVE ENCLOSURE PER DETAIL (Ji) ,, ~ a:: ------>---C\J t: NOTES: I I I I I ! I I/....--"-.! ) 4" COMBINATION AIR RELEASE AND VACUUM VALVE APCO l49C OR EQUAL CLASS 150 FLANGE (EXISTING) A-; LANDSCAPE I. LOCATE BEHIND BUS STOP AT STA 24•60 !16th STJ "-. /I'-. ------2. LOCATE 3 FT BEHIND CURB AT STA 18•04./8 !KINGS PLACE! 3. STREET IMPROVEMENTS NOT SHOWN FOR CLARITY STEEL PIPE PLAN 4" COMBINATION AIR RELEASE AND VACCUM VALUE ASSEMBLY RECORD DRAWINGS , nese Record DraWlirngs llo110, 00,,11 li'-'®IP<lr®ll ll!!sed @n iITTilormation submitte!I In part by 11llllero. Wllaie 1111$ i"1iJM11ali!ln ;, ooiieve<l !@1!11 rel1able,ASI.Ci!11S~ltlng &!ga~eers is ™1lresponsitlelw its aoem-,,ty, nor for emm; or omissions Whicll may haw been lilCOl'jlOl'atoo into these plans as a result. SCALE:½"= /'-0" CONSULTING ENGi NEE RS :1J1 ~., .. 1----,1----+------------+---< Uy!LITIES ~INEJ, 4 ( VR.C.E.NO. %114 12/B? ERG ~/!RECORD DRAW!NG 8 DATE .. -t'b•'\t..- DATE BY DESCRIPTION PD DESIGNED DRAWN AP , J. LOAGUE S. PA !TINSON REVISIONS CHECKED DI.TE J. ~ORENO B/21/96 C-300~-N REACH 4 -36-INCH WATER TRANSMISSION MAIN -PHASE 2 AIR RELEASE AND VACUUM VAL VE ASSEMBLY DETAILS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5243-S SHEET 21 OF 41 "O \; z I D r D D " -m D 0 ~ :IJ ' "O m 0 TI ~ ill < s z D ' C z < ~ D . 0 ' "o w " $ -D z M " l> r ~ :IJ z i> I I EL.83.38 _,_ __ --___ j_ EL.83.44 EL./10.22 /0'--Q" 2'-9' --1 /'-6' r-6" 3' -I" r-7" 2'-/0" 2'-9' r-6" 71 ---------~---~----~----------. ' . . . ' ' ' ' ' . ' . . • . . I"" r-6" .I STA2+33.50 1/0 //0 s EL./09.98 PLAN VIEW 34 EL.110.28 r-6" 2'-9' LO# VENT 2+55.50 EL./10.05 /5 i ([_ EL. --/04.61 ½" EXPANSION JOINT FILLER MATERIAL (TYPJ CONCRETE SIDEWALK • • r-a· • - ([.EL.~,+ /04.84~,1,1, ~ :::: 27 ~ ~ . ---I ' 46 (TYP) ~ L,-,,. -----.-.--"". ~'."",-,--. -._ -.-.--.-'. -. ,-__ --,'.,-,--,_-_ --:-,-,_-_ -F_ =,=L-..-----'. . ,, " . .. . " " . " ... SECTION® //9 CONCRETE SIDEWALK EL.!/0.22-//0.28 _ [ _EL _104157 _ EL /02.17 12" PRESSURE REDUCING STATION /'-4' LOW VENT ---HIGH VENT 6'-011 PLAN VIEW EL.82.83 EL.82.96 SANTA ANA AVE 82.83-83.38 EL. 75.00 EMERGENCY INTER-TIE METER VAULT 2 SCALE: ½" • l'-0" SCALE: ½" • r-O" I"" 12:r~) ·I POMONA AVE 72 0 ([_ EL 17.50 ---------- ~t---l-/53 0 SECTION® CONSTRUCTION NOTES ®--/6' DUCTILE IRON PIPE PER CITY OF NEWPORT BEACH STD-/06-L ®-----/6' DRIB PVC C-905 PIPE, BACKFILL & BEDDING PER CITY OF NEWPORT BEACH STD-/06-L @--12' PRESSURE REDUCING VALVE @>---t2' CLASS 53, DUCTILE IRON SPOOL PIECE (FE x PEJ @---12' SLEEVE TYPE COUPLING @--12' CLASS 52, DUCTILE IRON SPOOL PIECE (PE x PE) ®---'LINK-SEAL' OR EQUAL ®---PRESSURE GAUGE ASSEMBLY @--6' x /0' ?RECAST CONCRETE VAI.JLT (BATHTUB TYPE) ®---6' x /0' DIAMOND PLATE GALVANIZED STEEL. SPRING ASSISTED, HINGED, TWO PIECE. LOCKING COVER ®--PIPE SUPPORT PER CITY OF NEWPORT BEACH STD-522-L @---8' PVC SCH 80, VENT PIPING WITH LONG RADIUS BENDS @---STAR TIE ANCHOR Ill JOINT RESTRAINER.FIG NO. S/8 AS MANUFACTURED BY STAR NATIONAL PRODUCTS OR APPROVED EQUAL 12" PRESSURE REDUCING STATION & METER VAULT GENERAL NOTES I. ALL INTERNAL VAI.JLT PIPING SHALL BE PAINTED WITH AN ALKYD£ ENAMEL PAINT SYSTEM CONSISTING OF 2 MIL PRIMER COAT AND TWO COATS OF 2 MILS EACH HIGH GLOSS ENAMEL. COLOR SHALL BE BLUE 2. ALL BELOW GRADE, BURIED DUCTILE IRON PIPE AND FITTINGS SHALL BE ENCASED WITH AN 8 MIL POLYETHYLENE WRAP IN ACCORDANCE WITH AWWA STANDARDS. ®--12' DIA SUMP WITH CAST IRON GRATE AND FRAME.ALHAMBRA FOUNDR'f CO NO A-2020 OR APPROIED EQUAL ®---WALL MOUNTED STEEL LADDER PER CITY OF NEWPORT BEACH STD-530-L @---PVC VENT STACKS ARMORCAST OR EQUAL @--CRUSHED ROCK BASE MATERIAL (12' THICK MIN.J @---12' x 6'CLASS 54 D.I.P.IFE x SHOULDERED END) @--6' x 6' DIAMOND PLATE, GALVANIZED STEEL. SPRING ASSISTED, HINGED, TWO PIECE LOCKING COVER, TRAFFIC RATED ®----/6", 90' ELBOW (MJ x MJJ ©--/6" x 12" ECCENTRIC REDUCER /MJ x MJJ ®--/2'TWO WAY METER WITH FORWARD AND REVERSE INDICATOR/TOTALIZER INDICATION IN GPM AND TOTALIZATION IN HUNDRED CUBIC FEET ®--12" CLASS 53 D.I.P. ®--12" VICTAULIC COUPLING, STYLE 44 @--6' x 6' ?RECAST CONCRETE VAULT TRAFFIC RATED !BATHTUB TYPE) @---¾", 3/6 55 ALL THREAD TIE BOLTS (8 REQUIRED! C-3004-N ilr,4 KIi 1----+--+------------+----:;VELi/ L. 1-----+--+------------+---1 upu'ftA)JBffir - REACH 4 -36-INCH WATER TRANSMISSION MAIN -PHASE 2 Ir.- CONSULTING ENGINEERS DATE BY □ESCRIPTION REVISIONS \ __ _/R.C.E. NO. 46114 DATE Ct -1~•'11, 12' PRESSURE REDUCING STATION AND 12' METERING STRUCTURE PLANS AND SECTIONS AP?'D DESIGNED DRAWN CITY OF NEWPORT BEACH J. LOACUE S. PATTINSON W-5243-S CHECKE~. MORENO OATE8122195 PUBLIC WORKS DEPARTMENT SHEET 22 OF 41 115El'lt~l2.11.iM 1-ZZ·H u~- \; 7 I 0 r 0 _:;c iH 0 o n TI D --'-□ "U m O _c_. :a D c.: Cl l> ~ -< ::::! _:_ 7 a r C Z CJ'-~ -"' • '.E ~ ~~ ~ - V (]' :IJ ~ ~ ~ rn n ~ IA D D z >'L;,::a- 0 I EL.82.05 EL.8/.43 , , FOR LOCATION OF AIR ~ VENT TERMINAL SEE SITE I PLAN ON SHEETS II OR 12 I 8'-0' .. - >)-'-.&...-;----::::--\'{,<;\{/;,4»,;»»,~-»>) A • A • 6 • 6 • 6 • ~ • -~-~-~--~-· PLAN VIEW SCALE: ½" • /'-0' EL.8I.46 --------f48 ,,,.--{23 EL.82.0I __j FOR LOCATION OF AIR VENT TERMINAL SEE SITE PLAN ON SHEETS II OR 12 CONCRETE SIDEWALK ' ,,. . ,, 8" PRESSURE REDUCING STATION I ' --3½" PRESSURE GAUGE GLYCERIN FILLED WITH SNUBBER (0-200 PSI) -·-·--·-·----~--------- ½" x /" 3/6 S.S. -- REDUCING BUSHING [ ½" CAST IRON ECCENTRIC PLUG VALVE --½" 3/6 S.S. NIPPLE --½" 3/6 S.S. ELBOW ~-½" CAST IRON ECCENTRIC PLUG VALVE .Jij~E--tt---½" 316 S.S. NIPPLE ~....--.C:~,-..-!-----,...11--....,.,,.......,..,.. j_ .':: ·.,:·::·:: COAT WITH EPOXY -------+--+----' DUCTILE IRON DOUBLE-------------------------~7 STRAP SERVICE SADDLE WITH I' TAP PRESSURE GAUGE~ NOT TO SCALE 2~ SCALE: 2" • l'-0" ½" EXPANSION JOINT .•. .. Q_ SECTION A SCALE: ½" • /'-0" /0" CONSTRUCTION NOTES • ~--------FOR LOCATION OF AIR (i})---a"VICTAULIC COUPLING.STYLE 44 ®--"LINK SEAL' OR EQUAL EL 7334~ _J~p ¾" CRUSHED ROCK CONSULTING ENGINEERS VENT TERMINAL SEE SITE PLAN ON SHEETS II OR 12 ®--PRESSURE GAUGE ASSEMBLY ®--8" PRESSURE REDUCING VALVE ®--8" CLASS 53, DUCTILE IRON SPOOL PIECE !FE x PE! ©--8" SLEEVE TYPE COUPLING @--8" CLASS 52, DUCTILE IRON SPOOL PIECE (PE x PE) ®-PIPE SUPPORT PER CITY OF NEWPORT BEACH STD-522-L ®--6'x 8' PRECAST CONCRETE VAULT (BATHTUB TYPE! ®-6'x 8' DIAMOND PLATE GALVANIZED STEEL. SPRING ASSISTED, HINGED, TWO PIECE, LOCKING COVER ®--8' PVC SCH 80, VENT PIPING WITH LONG RADIUS BENDS ®--STAR TIE ANCHOR Ill JOINT RESTRAINER, FIG NO S/8 AS MANUFACTURED BY STAR NATIONAL PRODUCTS OR APPROVED EQUAL. @----12' DIA SUMP WITH CAST IRON GRATE ANO FRAME, ALHAMBRA FOUNDRY CO NO. A-2020 OR APPROVED EQUAL. ®-----WALL MOUNTED STEEL LADDER PER CITY OF NEWPORT BEACH STD-530-L 8" PRESSURE REDUCING ST AT/ON & METER VAULT GENERAL NOTES I. ALL INTERNAL VAULT PIPING SHALL BE PAINTED WITH AN ALKYDE ENAMEL PAINT SYSTEM CONSISTING OF 2 MIL PRIMER COAT AND TWO COATS OF 2 MILS EACH HIGH GLOSS ENAMEL. COLOR SHALL BE BLUE 2. ALL BELOW GRADE, BURIED DUCTILE IRON PIPE AND FITTINGS SHALL BE ENCASED WITH AN 8 MIL POLYETHYLENE WRAP IN ACCORDANCE WITH AWWA STANDARDS. RECORD DRAWINGS These Record [)rawing! oo~e ooen prepared based on Information submitted in part by o!llers. While this Information is believed to be reliable, ASL Consulting Engineers is not responsible tor Ill aci:uracy, nor for errors or omissions whktl fTlilY haw beef, ll~•t.lCI lntO lhe5e plar15 ft I t811111. C-3004-N APPROVED REACH 4 -36-INCH WATER TRANSMISSION MAIN -PHASE 2 I .C.E. NO. 46114 UTII/I E ENUIT, I----+--+------------!---' OATE "\•lg -'I,:. 8' PRESSURE REDUCING STATION, DETAILS AND SECTIONS DATE BY DESCllPTION App'D DESIGNED J. LOAGUE REVISIONS CHECKED J. MORENO DRAWN S. PATTINSON DATE B/22/96 CITY OF NEWPORT BEACH PUBLIC WORKS D[PARTMENT W-5243-S SHEET 23 OF 41 0 t ..c - STEP -I STEP -2 STEP -3 STEP -4 STEP -5 UT/ LITY BOX ------',..\ CAST IRON COVER ---~ CONCRETE COLLAR 6" MIN .---REMOVE AND REPLACE / EXISTING SIDEWALK TO " 4 REBARS AROUND TEST STATION HOUSING I I I I I I 2" / NEAREST JOINT I .•. e---+----4 . • . 0 0 TRAFFIC VALVE BOX -+~-0--o->1 ,. I ' ·< . ~ " . . 0 . ~ 0 • Ml't/ 0 0 0 0 • . . a 0 0 • 0 • 0 4" SCHD 40 PVC PIPE NATIVE SOIL--~ ' I • • • 0 . . 0 0 ' . . . . 0 0 0 0 i • ' • 0 I o 0 0 GRAVEL ~-LEAD WIRES AS INDICATED TEST ST AT/ON HOUSING NOT TO SCALE REMOVE COATING ANO FILE OR GRIND PIPE TO BARE MET AL STRIP INSULATION FROM WIRE. ATTACH COPPER CRIMP SLEEVE TO WIRE LESS THAN NO 6 AWG. LOAD WELD CHARGE INTO WELDER. HOLD WELDER FIRMLY WITH OPENING AWAY FROM OPERATOR. IGNITE WITH FL.INT GUN. REMOVE SLAG FROM CONNECTION. PEEN WELD FOR SOUNDNESS. (SEE SPECIFICATIONS FOR TESTING REQUIREMENTS) ::,. HANDLE-~ METAL DISC GRAPHITE MOLD (; .1----~--" /0 THW (REDJ TT""''-----SLACK LOOPS rTYPJ {PIPELINE ~--"""""'""'------1'--, -------------------------Ci_ OF PIPE GRAPHITE COVER ~:I~;;----STARTING POWDER V,~t-mm----METAL PONDER WIRE OR CABLE SECTION STEP -I STEP -2 EXISTING CURB ANO GUTTER ELECTROLYSIS TEST ST AT/ON 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 ANO TEMPERATURE. REMOVE THE RELEASE PAPER FROM THE BOTTOM OF THE ROYSTON HANDY CAP 2. BEND THE PLASTIC SHEET INWARD AT THE SERRATIONS.POSIT/ON ANO PLACE THE HANDY CAP ON THE WELDED AREA WITH THE TUNNEL OVER THE LEAD WIRE. STEP -3 PUSH THE DOME OF THE CAP FIRMLY 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 fXMIN ON THE PIPE AND PRESS THE ELASTOMERIC COMPOUND INTO FIRM CONTACT WITH THE PIPE OVER THE ENTIRE AREA. STEP -4 COAT WELD CAP.EXPOSED METAL AND 2' BEYOND WELD CAP WITH BITUMEN. 2 A -d L-------:=-=-=-~L=REMOVE AND REPLACE /'-6" ~-TEST ST AT/ON HOUSING PER DETAIL ffi EXISTING SIDEWALK.CURB AND GUTTER TO NEAREST JOINT -----+-EXISTING SIDEWALK PLAN 0 WELD CAP WITH BITUMEN COATING rTYPJ DUCTILE PIPE 3 EA NO 2 HMWPE BOND WIRES ~~ ►f-----.t1;;-------- EXOTHERMIC WELD PER DET AILffi DUCTILE IRON PIPE JOINT THERM/TE WELD CONNECTION ffi PER DETAIL 3 rTYP! - ________ ,,,,. FIELD PLACED FIELD PLACED MORTAR 3 #2 HMWPE BOND WIRES MORTAR COVER WELDS WITH ROYSTON HANDY CAPS PER DETAIL ffi rTYPJ 'CJ UNWELDED STEEL PIPE JOINT COVER CONNECTION AND EXPOSED STRUCTURE WITH AN ELASTOMERIC WELD CAP AND BITUMEN COATING PER DETAIL ffi WELDER SECTION --=C--AD_;.=--W.;...;;;;E;;..;L;;;;;L=-....;;C;...O;;;;._;_,~-=f==--=Fo':""""::sc="£':-:'A-=E;;_P_-=D:c..=E;_T___;.,,A..;;;.l=La......,@f-,-,4,..,A,-=I !=i::~~~~~1~~i:~~~~~~~~t~~ti:~::i;:;;;'~~'""J'-O"--/ N_T_-=Ba...O,;;,,No""~"'"'D=To,,..1..,,,~""~,..,.E-=--=D;;_E=-T--'--A __ /=L=---+-:-7'7-.,-I reliable, ASL Collliulliog Engineers iS not responsible tor its accuracy, no, for trrtrl or orn!1ilolll Wt\lGh ~ l1iMI been i~lod lntc fMU Jilfll 111 rtllllt. EXOTHERMIC WELD DETAIL NOT TO SCALE r~KM CONSULTING ENGi NEE FiS C-3004-N APPROVED L REACH 4 -36-INCH WATER t---t---+-----------f-----1 :;/n~~E. NO. 46214 • ,___T_R_A_N_S_M_I_SS_I_O_N_M_AI_N_-_P_H_A_S_E_2 _ ___, DATE , -1-a-'l 1-CATHODIC PROTECTION DETAILS DATE BY DESCRIPTION APP'D DESIGNED J. LDAGUE REVISIONS CHECKED J. MORENO DRAWN S. PATTINSON DATE 8/12/% CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5243-S SHEET 24 OF 41 ~ z I p 0 fJ l.s:; 0 I ..c - ~ z I 0 b n n ~ n n TI a ,; " 0 ~ ~ s i5 ';;, 7'. ,-~' BABCOCK ST. --r---ii I I I I J: ~----i l i I I KEY NOTES ~ CONTRACTOR TO PROVIDE TWO FLAGMEN THROUGHOUT THE COURSE OF CONSTRUCT/ON @ POST TEMPORARY "NO PARKING TOW AWAY ZONE"@ 100' O.C. [2j CONTRACTOR SHALL MAINTAIN DRIVEWAY ACCESS DURING CONSTRUCTION ' IB Cl ~ I I -~ --~ ,--t -~ ~ 7 1--- 1 I I I I I I I I --- ~-60" x 30' SIGN READING "16th STREET CLOSED TO EAST BOUND TRAFFIC BETWEEN MONROVIA AVE AND BABCOCK ST. USE DETOUR" NOTES: I. REMOVE AND REPLACE ALL CONFLICTING PAVEMENT STRIPING AND MARKINGS 2. FOR 16th STREET CONSTRUCT/ON PHASE I DETOUR PLAN SEE SHT 30 I I I ----I I -~-Cl8 I ·--\ I i I / FOR WORK IN MONRWIA AVE. 1 ✓ SEE SHEET 34 50, i t .... --R/7 I II """""' I I I I ;_ 1-f ---------- 50' _ __J ' (TYPJ • 1-- 'I k ' I ' I I I ' I • I I ' I I I I I : I I R• 1/ l---I I -.------ri I I I I 11~ ~ I I I I I CS (ff[ J..I ' : : ...._ (TYPJ \ 'x; I: 1, 1; 1 • i: 1' i; ~ _r I I I I : _j J_ I : I I I : I I R41 ~, __ -\-::-:: ---------------------------- " II 11 11 ' I , I I I ' I I I I I I I 11 I I I I I I 11 I I -~ ~ 1 60" x 30' SIGN READING 16th STREET CLOSED TO I ' ~ r-------------------------------r--------------------- CS(RT) \-----.---------------------------~-~==--===========r-=====c=ll===~~===-1 ----~~==-=-=-=-=-=-=-=-======-=-C-:::-. ____ _ EAST BOUND TRAFFIC BETWEEN -----------\ MONR(J,I/A AVE AND BABCOCK ST. \ USE :,~OUR~--~~~ -~=-~:,::-----c~i~--: :,, ~ , r 1~ ~l+i,,...,+q~ I / NO. Cl C5 C3A Cl3 Cl8 Cl9 C20 RI/ R/6 R/7 R41 R42 SC3 WI (RT! W56 I /50' I /50' I /50' I /00' I ~~ I, !_ H Jo oE 'V Jo C 'V Jo C 'V ,. LJlo#--♦~t""" I I SIGN LEGEND DESCRIPTION DETOUR AHEAD DETOUR ARROW ROAD CLOSED TO THRU TRAFFIC ENO CONSTRUCTION ROAD CONSTRUCTION AHEAD ROAD CLOSED AHEAD RIGHT LANE CLOSED AHEAD DO NOT ENTER NO RIGHT TURN NO LEFT TURN RIGHT TURN ONLY LEFT TURN ONLY DETOUR MERGE RIGHT TURN RIGHT OR LEFT C/3 I I I I ---I ---I I ---I --I , I : _::-_::-_j I ' j I ---: --I _,__ CJ MONROVIA AVE. Cl8 I I I BABCOCK I -~-----1 I I I I I I 16TH STREET TRAFFIC CONTROL APPROACH PHASE I ~-----60" x 30' SIGN READING 16th STREET CLOSED TO ST. EAST BOUND TRAFFIC BETWEEN MONROVIA AVE AND BABCOCK ST. USE DETOUR 60" x 3(]' SIGN READING.:-----.....__ 16th STREET CLOSED TO WEST BOUND TRAFFIC BETWEEN MONROVIA AVE AND BABCOCK ST. USE DETOUR ------------T-----------,---------------------------------·----i------ I I \._ __ I ! : i ) I i i fROPOSED 36'! i i '(vATERLINE ! I I I 1 1 I 1h , G :: : G G JiJ G I G R42 : : ! R42 R42 I{ R42 1R42 -.-----.Ii-' ' -.--/ / I -.--~ LI " _ ~ // I , __ ....___ -~---=-'~,I ___ __,,,__ ___ _,__ G R42 -.-- Cl _________________________________ _,,___ 50' (TYPJ --------------------------- -----~~~---------- ----------------------------------------------- I ------1-' WI (RT! : CIB ' ' ' I I ---' I ' ' 100' TAPER ---' I ' 150' /50' -----~--I ' ' I ' I ' ' I ' ' I ' ' I ' ' -- -I - - R41 R4/ ----·--' ' -----I ' I I fl I I i I I ' ' I ' ' I ' ' RE CORD DRAWINGS These Record Drawing.~ have 0000 "'~~rod based on inlormatlor submiiled in pa,rt 1J!V o!lilern. WMe !hi$ 611ffilflllatioo i• relieve<! to be reliable, AS!. Coosulllll!l [1'!!11-r. ill ooll resl)Ol!Sill!e for Ills ~ccilracv, -l<w errors or omissions Whidl may haw bile;i ~le(l lni,-lhese plans as a result. _.__ ----- ---R41 R41 \ @] [ill \ \ '\. " ' ' ....... .s:1, 1brr,,,t~uc, :r 1 .Jdn 'C'i ,JH11ers Wr:ilc t'w:::~ 1nl-Jr {' 1J~-~n-. ,: :.•.-11,:, L. ri<:,l1a~e. ASL Consulting iEngineer.s 15 ,:;01 resjJ()n51blt: tor:~-~~..:,,._,;;, _____________________ _ ()f)t' l!"'f efMB ~ ~mt~3ions which IJTieilf have OOeri m,corpor?i't~:>;, .it1 - I I I-- ! I \ I I I I ii I I I I ---- AVE _J --- ,.· / 117 -7.-1 I i ' ! I I , ! I 1t 1 ! Ii~ I I I I I .'..I... 16TH STREET TRAFFIC CONTROL APPROACH PHASE 2 ~he.se (.Af!;n., a, e re.su~ • C20 FOR 16th STREET CONSTRUCTION PHASE 2 DETOUR PLAN SEE SHT 30 I / I / 1/ I I I. 2. -.-- • 150' TAPER I ' ' I ' i ' ' I ' '150' 150' CITY OF COSTA MESA SPECIAL NOTES CONTACT TRAFFIC ENGINEER AT 754-5334 72 HOURS PRIOR TO PERFORMING WORK WHICH WILL AFFECT TRAFFIC SIGNAL LOOPS TRAFFIC SIGNAL LOOPS SHALL BE REPAIRED WITHIN 2 DAYS OF REPAIR OF INTERSECTION PAVEMENT SYMBOL LEGEND CONSTRUCT/ON SIGN (WATCH MANUAL NUMBERING SYSTEM! PORTABLE CHANNELIZATION DEVICE. 28" MINIMUM HEIGHT FLASHING ARROW SIGN (DIRECTION OF ARROW SHOWN) TYPE Ill BARRICADE ~ TRAFFIC FLOW ARROW (REFERENCE ONLYJ FOR TRAFFIC CONTROL THROUGH PLACENTIA SEE SHEET 35 6CI, S]N READING 16th STREET CLOSED TO WEST BOUND TRAFFIC BETWEEN PLACENTIA AVE AND BABCOCK ST USE DETOUR 60" x 30' SIGN READING 16th STREET CLOSED TO WEST BOUND TRAFFIC BETWEEN MONRWIA AVE AND BABCOCK ST. USE DETOUR C-3004-N APPROVED REACH 4 -36-INCH WATER llr.4111111 !P' .. 1"911 f;,t._J./if_ ~-TRANSMISSION MAIN -PHASE 2 l---+---+---------------11------1 PUlLIC WORKS DEPARTMeNT 0------T-RA_F_F-IC_C_O_NT-R-,0-L-A-PP_R_O_AC_H _____ __, R,C.E. NO. 2 '2.od. s· CONSULTING E:NGINE:E:RS DATE BY DESCRIPTION APP'D REVISIONS orE ~,fill;t!!..li!~t;-~2~/o~9":l"9f"I W.16th ST. PHASE I AND PHASE 2 DESIGNED J. LOAGUE CHECKED J. MORENO DRA'~N S, PATTINSON DATE 8/22/96 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTI.IENT W-5243-S SHEET 25 OF 41 ~ 111 ....c: --- c18-t------- ---------, I I I I 1 I I I 150' -•--------•-••-• I ' I ' i ' I PLACENTIA AVE ' I I ~ ' tit I I I I )., _...... ---'I I I I I I I ___ , ____________________ _ I I I I I :/ / FOR TRAFFIC CONTROL THROUGH PLACENTIA SEE SHEET 35 D, I I ---------- ~ 4111 R4I :1 _, I I I I I I I IT]@J•I I I I ' I' POMONA AVE C/9 Lu Lu l/) Ll.j ~ t----,1-~---,..~, -.J _J R4! 50' (TYP! Ji; =====================--------------------------------------------------- -C.._ __ _ ~ l IT]@] ~ i -,.... i---====-----r,-----'-----------=i_-----_____________ ___:~~::=:---------1---+-++I --Jl-+-i---J--l----!--l-+-i---l---i--l------Jl------l--+-l--...L+-i-+-I--I-...L-1-l----_. ~ ! ~~ ~ jl /I ~ ~ / / / / / / / 16TH STREET TRAFFIC CONTROL APPROACH PHASE 3 FOR 16th STREET CONSTRUCTION PHASE 2 DETOUR PLAN SEE SHT 30 SUPERIOR RECORD DRAWINGS rnese Reeord l)rawlfflll!l ™"® boon prepared llased on''.''""'' '.''' , submitted;npartll',jll!!llm,;. Whileihis ;nformatoonisbeheved '' '' reliable, ASLConslllling Engineers is oolreSIJ(IM>lll• Im Its accura, • nor for error., or omissions which mayhavebeenlr,c:apc,21ted 1n' these plan• as a result. / ---- __.__ I R4! -----I -----R4/ I R4! I __ J L __ I I I I 6a' x 30" SIGN READING '16th STREET CLOSED TO WESTBOUND TRAFFIC BETWEEN SUPERIOR AVE. AND PLACENTIA AVE. USE DETOUR" 1-- li... Lu -.J ~ 1-- 1-- C) Ct) ~-60' x 30" SIGN READING --- '16th STREET CLOSED TO WESTBOUND TRAFFIC BETWEEN SUPERIOR AVE. AND PLACENTIA AVE. USE DETOUR" '3:: 0- '3:: V- r'ctB NOTE: REMOVE AND REPLACE ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS SCALE: !"·40' CITY OF COST A MESA SPECIAL NOTES I. CONTACT TRAFFIC ENGINEER AT 154-5334 72 HOURS PRIOR TO PERFORMING WORK WHICH WILL AFFECT TRAFFIC SIGNAL LOOPS 2. TRAFFIC SIGNAL LOOPS SHALL BE REPAIRED WITHIN 2 DAYS OF REPAIR OF INTERSECT/ON PAVEMENT @J [EJ NO. CJ C3A cs C/3 C/8 C/9 C20 C30 RI! R/6 R/7 R4! R42 SC3 WULT! ---• m -+++- !!ii KEY NOTES CONTRACTOR TO PROVIDE TWO FLAGMEN THROUGHOUT THE COURSE OF CONST RUCTION POST TEMPORARY "NO PARKING TOW AWAY ZONE'@ /00' O.C. CONTRACTOR SHALL MAINTAIN DRIVEWAY ACCESS DURING CONSTRUCT/ON SIGN LEGEND DESCRIPTION DETOUR AHEAD ROAD CLOSED TO TRU TRAFFIC DETOUR ARROW END CONSTRUCTION ROAD CONSTRUCTION AHEAD ROAD CLOSED AHEAD (LEFT OR RIGHT! LANE CLOSED AHEAD! LANE CLOSED DO NOT ENTER NO RIGHT TURN NO LEFT TURN RIGHT TURN ONLY LEFT TURN ONLY DETOUR MERGE LEFT SYMBOL LEGEND CONSTRUCTION SIGN (WATCH MANUAL NUMBERING SYSTEM! PORTABLE CHANNELIZATION DEVICE, 28' MINIMUM HEIGHT FLASHING ARROW SIGN (DIRECTION OF ARROW SHOWN! TYPE Ill BARRICADE TRAFFIC FLOW ARROW /REFERENCE ONLY! C-3004-N r~KM APPROVE□ REACH 4 -36-INCH WATER 1----+--+------------1-~ ~~~1------'T_R"""A'-'N=SM""l-'°-S=S l_,ec_O;_;_N --'-M"'"A..:..:;IN'-'------'-PH:..:.:A...:..::S=-=E=--=-2-~ R.c.E. No. ?~i;,45" TRAFFIC CONTROL APPROACH CONSULTING ENGi NEE RS DATE BY DESCRIPTION APP'O REVISIONS DATE~akm6er 26.-199{, W.16TH STREET AND SUPERIOR AVE 1 PHASE 3 DESIGNED J, LOAGUE CHECKED J. MORENO DRAWN S. PA HINSON DATE B/22/96 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5243-S SHEET 26 OF 41 / I 0 I J;, - Cl8 C20 (RT! WI (LT! TAPER @] 1/ / I I I I ~____,---.tc1s I I I I I I I I I I ICl9 I / / / / / / I ! I I I I I I I I I I I I I I tt /J 16TH STREET TRAFFIC CONTROL APPROACH PHASE 4 Cl3 ' / lr~KM CONSULTING ENGINEERS RECORD DRAWINGS These Record Orawlrngs ll6lve Ileen prepa,ed based on info: su_t-mltte<l '" Par! lly olhers. While !his inlormalion ;, believed t, c, rel sable, ASt Cc11S"l!ing Engineers is nol responsible for its accuracy, nor for ewrs or omission£ wt:lch may have been i1111corporatoo into these plans as a result SCALE, /'=40' CITY OF COST A MESA SPECIAL NOTES I. 2. NO. Cl C3A Cl3 C/8 C/9 C20 WULT! CONTACT TRAFFIC ENGINEER AT 753-5334 72 HOURS PRIOR TO PERFORMING WORK WHICH WILL AFFECT TRAFFIC SIGNAL LOOPS TRAFFIC SIGNAL LOOPS SHALL BE REPAIRED WITHIN 2 DAYS OF REPAIR OF INTERSECTION PAVEMENT NOTE: REMOVE AND REPLACE CONFUCTING STRIPING AND PAVEMENT MARKINGS KEY NOTES POST TEMPORARY 'NO PARKING TOW AWAY ZONE'@ 50' O.C. SIGN LEGEND DESCRI PT/ON DETOUR AHEAD ROAD CLOSED TO THRU TRAFFIC END CONSTRUCT/ON ROAD CONSTRUCT/ON AHEAD ROAD CLOSED AHEAD (LEFT OR RIGHT! LANE CLOSED AHEAD MERGE LEFT W56 LEFT OR RIGHT DIRECTIONAL ARROW SIGN SYMBOL LEGEND ---• m -I++- CONSTRUCTION SIGN (WATCH MANUAL NUMBERING SYSTEM! PORT ABLE CHANNEUZATION DEVICE. 28' MINIMUM HEIGHT FLASHING ARROW SIGN (DIRECTION OF ARROW SHOWN! TYPE Ill BARRICADE TRAFFIC FLOW ARROW (REFERENCE ONLY! C-3004-N APPROVED REACH 4 -36-INCH WATER r---t--t---------+---1&~JA0~~J.,_1---'-T_RA_N_S=Ml~S=Sl=ON-'-'-"M~Al~N_--'-'PH~A=S=E~2:_____, R,C.E, NO, :22"46 TRAFFIC CONTROL APPROACH D<TE BY OESCR'PTION ,PP'D REVISIONS OATC~~.J-Z.'-, l9'J, W.16TH STREET AND SUPERIOR AVE PHASE 4 DESIGNED DRAWN J, LOAGUE S, PATTINSON CHECKED □,TE J. MORENO 8/21/% CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5243-S SHEET 21 OF 41 I ·• ' NOTES: REMOVE AND REPLACE ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS AND ADD DOUBLE YELLOW STRIPE ---. /00' DEL/NEA7E TRAFFIC BAct< INTO PER/V/ANE/JT LA/JES ~----'---r~.~--------------4 --__ =:!l~J~=-====-=-=---_-_:-_::-::_::-::_:-=::_:-=c:~ C/8~ C20~ ~I-~ -1-250' ~~-1 ------------------------' ( ---- _·_·:.;,•,....i...;..,.~:.;:,:-~~~-~-•. ••. .• Ii ----------------- - 16th STREET TRAFFIC CONTROL APPROACH PHASE 5 TAPER Exp, &/l0/91 CIVIL ~,._ ~ OF C~U.\i§li r~KM CONSULTING ENGINEERS 250' 250' 250' ~ WI (LT) ~C20 (RT) ~ C/8 SCALE: /'=40' CITY OF COSTA MESA SPECIAL NOTES /. CONTACT TRAFFIC ENGINEER AT 754-5334 72 HOURS PRIOR TO PERFORMING WORK WHICH WILL AFFECT TRAFFIC SIGNAL LOOPS 2. TRAFFIC SIGNAL LOOPS SHALL BE REPAIRED WITHIN 2 DAYS OF REPNR OF INTERSECT/ON PAVEMENT NO. CIJ CIB C20 CJO SIGN LEGEND DESCRIPTION END CONSTRUCTION ROAD CONSTRUCTION AHEAD !LEFT OR RIGHT! LANE CLOSED AHEAD LANE CLOSED R7/R7A KEEP RIGHT WI (LT! MERGE LEFT ----• m +++- SYMBOL LEGEND CONSTRUCT/ON SIGN !WATCH MANUAL NUMBERING SYSTEM) PORTABLE CHANNELIZATION DEVICE, 28' MINIMUM HEIGHT FLASHING ARROW SIGN (DIRECTION OF ARROW SHOWN! TYPE Ill BARRICADE TRAFFIC FWW ARROW (REFERENCE ONLY! He.CORD DRAWINGS These Reoord Drawings have been prepared based on informat10,, subm;t,ect in l'Jilrt by cr!oors. While this inlormation is llelieved lo be rnliable,J\SLC!irum!liil!! f:ijglneers is ooi respon,;il!lefor its accuracy nor for eml>ll; Ill' 001issionl Whk:h mae, hiMI ooen ~WI a~ lllese !Mns as a NISIIIL APPROVED C-3004-N /(;ja,,_JJ11~/,,._ 1.--1---1---------------t------l PUBLIC WORKS DEPARTMENT R.C.E. NO. 2Z(J•</ ~ 1-------l-----+----------------,f--------l OATC /k/,;6e,.,,. 1t /99~ REACH 4 -36-INCH WATER TRANSMISSION MAIN -PHASE 2 TRAFFIC CONTROL APPROACH W. 16TH STREET AND SUPERIOR AVE PHASE 5 DATE BY DESCRIPTION APP'O DESIGNED J. LOAGcE REVISIONS CHECKED J. MORENO DRAWN S. PATTINSON DATE 8/21/96 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5243-S SHEET 28 OF 41 0 ' .. - ~ L 13 JI "'--- 16TH I ! I I I I I I i I / / I / / / R7 R7A C2~ (LTJ I I ' I I POMONA AVE 16th STREET TRAFFIC CONTROL APPROACH PHASE 6 POMONA AVE / / / / / / / / / I / / I / / / / / / / / / / / / I I / / / / / / / / / I / / I / I I / I / / I / / / / 1/ / /(RTV / / / / ·:uPERIOR AVE c✓ cf)G~ ' / // ' 1 I I I / I I I I I / / / / I / / / / / / / ' / / I / I ' I I i , I ' ✓,,I 16th STREET TRAFFIC CONTROL APPROACH PHASE 7 CONSULTING ENGINEEFIS DATE BY DESCRIPTION REVISIONS I. 2. NO. C/3 C/8 C20 C30 SCALE, /' = 4CY CITY OF COSTA MESA SPECIAL NOTES CONTACT TRAFFIC ENGINEER AT 754-5334 72 HOURS PRIOR TO PERFORMING WORK WHICH WILL AFFECT TRAFFIC SIGNAL LOOPS TRAFFIC SIGNAL LOOPS SHALL BE REPAIRED WITHIN 2 DAYS OF REPAIR OF INTERSECT/ON PAVEMENT SIGN LEGEND DESCRIPTION ENO CONSTRUCT/ON ROAD CONSTRUCTION AHEAD (LEFT OR RIGHT) LANE CLOSED AHEAD LANE CLOSED R7/R7A KEEP RIGHT R/7 R4/ ---• m -+++- APP'D NO LEFT TURN RIGHT TURN ONLY SYMBOL LEGEND CONSTRUCTION SIGN (WATCH MANUAL NUMBERING SYSTEM) PORTABLE CHANNELIZATION DEVICE, 28' MINIMUM HEIGHT FLASHING ARROW SIGN (DIRECTION OF ARROW SHOWN) TYPE Ill BARRICADE TRAFFIC FLOW ARROW (REFERENCE ONLY) RECORD DRAWINGS TheSe Record Orawings !"nave ooe11 prepared t,,sed on information submittoo !n part by others. While this i"lorma!iun is b<!lieved lo Ile reliable, /\SL Cm1Sulting Engineers is not responsible for ilsaccurncy, nor for errors or omissions which may have been 111COIJ)Ofll""'1 inlo these plans as a result. C-3004-N APPROVED REACH 4 -36-INCH WATER TRANSMISSION MAIN -PHASE 2 P BUC ~VJRt<S DEF·tiRTiVi2:NT R.C.E. NO. 22.(¥\ £ DATf Odo~~,. 11 I 99t. DESIGNED DRAWN J. LOAGUE S. PATTINSON CHECKED DATE J. MORENO B/22/96 TRAFFIC CONTROL APPROACH W. IGTH STREET AND SUPERIOR AVE PHASES 6 AND 7 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5243-S SHEET 29 OF 41 ~ D ~ 61'!!!!'1L-• I~ I I 0 • ..c - i D 5 D 0 ~ 0 ~ 'il m D C ,0 ~ !:1 z a r;:: 7_ - <( > 0 0:: z 0 :::;; NEWHALL ST cs WERT! Rl7B-.----.- 17TH _._ cs CS !VERT!>- (RT! v, <( _._ C5 /VERT! C5 "" f-u z 0 w u u ;'I <( ro _J (RT! Rl7B Cl o... -.----.---I 6TH-.--- CS I.. _._ _._ C5 (RT!r Rl68 /VERT! CS (LT! PRODUCTION PL -.-cs (LT!~ <( > 0 0:: z 0 :::;; 15TH _._ Cl ST > ST <r FARAD ST <( z OHMS WY 3i 0 CL ST 16TH STREET CONSTRUCTION PHASE I DETOUR PLAN <( > 0 0:: z 0 :::;; NEWHALL ST <( -> 0 0:: z 0 :::;; NOT TO SCALE I I 17TH f- V) > <( cs-.--- 1'.3 WERT! 0 u a:, ""' C5 a:, ..J (RT! 16TH ,c7 --.-- PRODUCTION PL <( f-z w u <( _J (L 15TH lHAL YARD ~f:o <t1t C'4 ( CS(LT! ~ ST > ..J C5 <( ,rvERT) _._ C3A Cl CS/LT! ■ ■ FARAD ST <( z OHMS WY O _._ "'---'-C3'--'---!A~ CS (L ST 8- ~'- 9.<,; c..,-..:S ST 16TH STREET CONSTRUCTION PHASE 3 DETOUR PLAN NOT TO SCALE / / / / CfTY OF COST A MESA SPECIAL NOTES !. CONTACT TRAFFIC ENGINEER AT 754-5334 72 HOURS PRIOR TO PERFORMING WORK WHICH WILL AFFECT TRAFFIC SIGNAL WOPS 2. TRAFFIC SIGNAL LOOPS SHALL BE REPAIRED WITHIN 2 DAYS OF REPAIR OF INTERSECTION PAVEMENT SIGN LEGEND NO. DESCRIPTION C3A ROAD CLOSED TO THAU TRAFFIC C5 DETOUR ARROW C? END DETOUR Rl6 NO RIGHT TURN R/7 NO LEFT TURN SC3 DETOUR SYMBOL LEGEND _._ CONSTRUCTION SIGN /WATCH MANUAL NUMBERING SYSTEM! <( > 0 0:: z s NEWHALL ST C5 ~(LT! 17TH f- 1/) "' u 0 u a:, <( a:, > <( _._ C5 (LT! <( f-z w u <( _J 0... ST > <( FARAD ST <( z OHMS WY 0 ::;: 0 (L C? -----16TH C5 /LT! ST _._ C? _._ C5 /RT! ..J SC3 , PRODUCT I ON PC.-C5 (RT) <( > 0 0:: z 0 :::;; 15TH ST 16TH STREET CONSTRUCTION PHASE 2 DETOUR PLAN <( > 0 0:: z s NEWHALL ST <( > 0 0:: z s NOT TO SCALE 18TH 17TH f-(/] "' u 0 (_) a:, <( a:, PRODUCTION PL 15TH > <( <( f-z w u <( _J CL .I C5 irLT! _._ cs /VERT! ST Cl--.- ST > ®<( ----- C5 ST (LT! ®~ FARAD ST <( z OHMS WY O ::;: C5 o (L /RT! C3 ---------- _._ C5 !RT! 16TH STREET CONSTRUCTION PHASE 4 DETOUR PLAN NOT TO SCALE ~PPROVED / / / / / @ 60' x 30' SIGN READING 'POMONA AVE.CLOSED AT 16th STREET THROUGH TRAFFIC USE DETOUR" POST 250'IN ADVANCE OF INTERSECTION RECORD DRAWINGS These Record Drawing• have been prepared based on informatio, submitted Ill ~rt by others. Wllile this !nlormalkm ;s ilclieved to be reliable, ASI.C@nsutting Engineers is not respons;ble for Its accuracy, nor for errors or omissions which may have been incorpc,rallelll lr!ID these plans as a result. C-3004-N REACH 4 -36-INCH WATER TRANSMISSION MAIN -PHASE 2 r~KM @t.aut m ~~-t- 1---1---1----------------1-----1 PUBLIC Wc:RKS DEPARTMENT R.C.E. NO. :2.2t>4 s· TRAFFIC CONTROL APPROACH W.16TH STREET AND SUPERIOR AVE DETOUR PLANS,PHASES !THROUGH 4 CONSULTING ENGINEEFIS i---i---1----------------1-----I OATf¥,,,,.~•~ 2'-, 199~ OATE BY OESCRIPTION APP'O DESIGNED DRAWN J, LOAGUE S. PA HINSON REVISIONS CHECKEO DATE J. MORENO 8/12/% CITY OF NEWPORT BEACH W-5243-S PUBLIC WORKS DEPARTMENT SHEET 30 OF 41 TAAHCl~.OON 3-21-9~ I ~ " 0 ~ jj • < :u ~ \; C ~ 0 ~ "~- I :!: ~Cl3 C/8~ C36~ C9A ~ /50' /50' 01- Q WI !LT -z. Ci) V) \) ,r, 1;e; \ / \\\ I I I \ I 'I" i \ I 1 R7 \ \ \R7:¥\\ \~ \ \ \ ------------ \ .. ', ----\ ----\ • \ I -------·· \ I -----\ ---\ ----\ I I ----------- \ . . \ I \ I \ RI \ \ S 1 !50'TAPER 50' R7 \ \ R7A \ , ---~~ _______ --~- SCALE: I"· 4-0' -----------~->-:~-:-~-: :t· ,,,;_·--·,_;--,-:;:·,-.•-'';'·" . >·>:-·:---··~<,. -'/---'--',' --: • -••• ~ .... =~.-• ·~· -·=· -= ;;.;,•+'""-"'-''""="'"·""'-'""·-""-""'""-"'S'-,;:•.=t-;;;,,••.-F;""--'~Fc'""""~@:~0,:·-\ 1---.----.--.--7--.--_:-:-•B_[_-_-._-_-_-~ ... -.. -== .. -· CfTY OF COSTA MESA SPECIAL NOTES .. .,.,.....,,.,._,..... -. ...,,..,, -~" ·-----';"•-......... --'"''-""'" ----~ -,...,,... ___ ,. ___ .-. .....,..,-.~-- :;_-==--1 -~ , . •';.·~. '·; ,~;:J•r:~'::I~~~i,~;l;;~.! ... · > • .\;;:(~,; ZON.,,E:'"'')"-'.' ... ··• .. •~~',,"~•; R7 A ".I R7 A .--\ol R7 A --wµRR---- 150' ''t!7 \ \ \ I . \ ,,.. RD \\ 1 .•• ~\ 50,SIGNAL \ \ \ ~->1-c--""'--->I I ~ . • I '17 \ ~\ \ L'_J \ , I \ \ \ I I I I I \ \ I • .. \ I \ \ . \ \ \: ' . ~ ' \ \ I \ \ \ -~ \ ,, \ ' \ \ G TRAFFIC CONTROL APPROACH 36" WATERLINE CONSTRUCTION E. I 5TH STREET !. 2. 0 NO. C3A C9A Cl3 CIB C20 C24 C36 R7 R7A R/6 R/7 Wl!RTJ • CONTPCT TRAFFIC ENGINEER AT 754-5334 72 HOURS PRIOR TO PERFORMING WORK WHICH WILL AFFECT TRAFFIC SIGNAL LOOPS TRAFFIC SIGNAL LOOPS SHALL BE REPAIRED WITHIN 2 DAYS OF REPAIR OF INTERSECTION PAVEMENT KEY NOTES POST TEMPORARY "NO PARKING TON AWAY ZONE'© /00' O.C. BOTH SIDES OF STREET SIGN LEGEND DESCRIPTION ROAD CLOSED TO THRU TRAFFIC FLAGMAN AHEAD SYMBOL END CONSTRUCT/ON ROAD CONSTRUCTION AHEAD LT.CTR.RT LANE CLOSED AHEAD SHOULDER WORK AHEAD PREPARE TO STOP KEEP RIGHT NO RIGHT TURN NO LEFT TURN MERGE RIGHT SYMBOL LEGEND CONSTRUCTION SIGN (WATCH MANUAL NUMBERING SYSTEM! PORT ABLE CHANNELIZATION DEVICE. 28' MINIMUM HEIGHT m FLASHING ARROW SIGN !DIRECTION OF ARROW SHOWN! -+++- RECORD DRAWINGS • Tr.ese Reeo<<l llrnwing,, m11e ioo<>rn iP'"l>'l"'d based on lnlormav, s-ubmilled In parl II)' otllern. WOIIJe tl1/s !nlr@ml.al!l©n is believed to be re!ial!le, ASL Ctlrimm11g Ei,glnee~ !s IOOll i,es~ble for ;1s accuracy, nor ltJlf emm;; or omissions whlc!i maymw lroo11~1et1 Into tt.asa plans as II result. TYPE Ill BARRICADE TRAFFIC FLON ARROW (REFERENCE ONLY! C-3004-N REACH 4 -36-INCH WATER ;r~KM ~\'Y\~+.--TRANSMISSION MAIN -PHASE 2 1---1---1--------------1----1 6 WJRKSR~c1:f.ANir~~i, 1---_:_:_~..:..-=--:T.:.:.RA:..::F---=Fl'-'-C::.:CccO_NT:.:.:R.:..:OLc.:....:_A_PP_R...:.OA...:.C.:.:.H.:.==--==------1 oATE~ru.J,..,,. 2.ro, 1996 E.15Th ST. BETWEEN SIGNAL RD. CONSULTING ENGINEERS DATE BY DESCRIPTION APP'D REVISIONS AND KINGS PLACE DESIGNED DRAWN J. LOAGUE S. PA !TINSON CITY OF NEWPORT BEACH W-5242-S CHECKED DATE J. ~ORENO 8(21/% PUBLIC WORKS DEPARTMENT SHEET 31 OF 41 '!RI.FFCll.llCij ~-21-H z ' i;'., . " 0 " C cl " z :r:;: __ ~ 0 •f 'D \;: z ~ 0 5 " n ~ 0 ,; D D ,a '" 0 D D ~ ~ z o ~ Z' ~ . 0 ' -" " ~ <; 2 m 0 ~ C ~ D ~ z iS --~~ / ;,- / / / / / 48" x 24" BLACK LETTERS ON ORANGE BACKGROUND I I ' ' -- BIKE LANE CLOSED AHEAD 48" x 24" BLACK LETTERS ON ORANGE BACKGROUND ciB BIKE LANE CLOSED ' ·, '~ ' ' ~ \ ' o_ TRAFFIC CONTROL APPROACH 36" WATERLINE CONSTRUCTION KINGS PLACE r~KM CONSULTING ENGINEERS X I \ CLIFF DR. REC0!-:U UrtA\/v;h•.;,::; T'18~e Ref'.ord Drawir,gs havB been prepared t.::,ed en ir,torr::_ sJb1nitted in part by otr.~rs. Whiit:"this i:--,formation is be:1c.-r~:.i '._ rcllabl~, ASL Consuiting Engineers 1s not re;;ponsib[e for its ac(,•.,, :. nor for errors or omissjons which may have been incorporated 1t 1 these plans as a result. DATE BY DESCRIPTION REVISIONS APP'O /. 2. NO. C3A C9A C/3 C/8 c CD < ( SCALE: l'-40' CITY OF COSTA MESA SPECIAL NOTES CONTACT TRAFFIC ENGINEER AT 754-5334 72 HOURS PRIOR TO PERFORMING WORK WHICH WILL AFFECT TRAFFIC SIGNAL LOOPS TRAFFIC SIGNAL LOOPS SHALL BE REPAIRED WITHIN 2 DAYS OF REPAIR OF INTERSECT/ON PAVEMENT KEY NOTES POST TEMPORARY "NO PARKING TOW AWAY ZONE' (t) /00' O.C.BOTH SIDES OF STREET CONTRACTOR TO PROVIDE TWO FLAGMEN THROUGHOUT THE COURSE OF CONSTRUCT/ON SIGN LEGEND DESCRIPTION ROAD CLOSED TO THRU TRAFFIC FLAGMAN AHEAD END CONSTRUCTION ROAD CONSTRUCT/ON AHEAD C20 (RT! RIGHT LANE CLOSED AHEAD C24 SHOULDER WORK AHEAD C36 PREPARE TO STOP SYMBOL LEGEND ---CONSTRUCTION SIGN (WATCH MANUAL NUMBERING SYSTEM! • PORTABLE CHANNELIZATION DEVICE, 28" MINIMUM HEIGHT m -+++- FLASHING ARROW SIGN (DIRECTION OF ARROW SHOWN! TYPE Ill BARRICADE TRAFFIC FLOW ARROW (REFERENCE ONLY! C-3004-N APPROVED REACH 4 -36-INCH WATER ~!~~!1f~~~--T_R_A_NS_M_I_SS_IO_N_M_A_IN_-_P_H_A_SE_2_-----1 R.C.E. NO. 2'2.045" TRAFFIC CONTROL APPROACH DATE Oclnbe.v-1, 1 ~,h AND DETOUR PLAN , KINGS PLACE DESIGNED DRAWN J, LOA GUE S. PA HINSON CHECKEO DATE J. MORENO 8111/96 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5243-S SHEET 32 OF 41 0 ... CITY OF COSTA MESA SPECIAL NOTES SYMBOL LEGEND I. 2. NO. C3A C9A Cl3 CIB C20 C36 WI !RT! CONTACT TRAFFIC ENGINEER AT 754-5334 72 HOURS PRIOR TO PERFORMING WORK WHICH WILL AFFECT TRAFFIC SIGNAL LOOPS TRAFFIC SIGNAL LOOPS SHALL BE REPAIRED WITHIN 2 DAYS OF REPAIR OF INTERSECT/ON PAVEMENT KEY NOTES POST TEMPORARY "NO PARKING TOW AWAY ZONE'© 100' O.C.BOTH SIDES OF STREET CONTRACTOR TO PROVIDE TWO FLAGMEN THROUGHOUT THE COURSE OF CONSTRUCT/ON SIGN LEGEND DESCRIPTION ROAD CLOSED TO THRU TRAFFIC FLAGMAN AHEAD END CONSTRUCT/ON ROAD CONSTRUCT/ON AHEAD !LEFT OR RIGHT!LANE CLOSED AHEAD PREPARE TO STOP MERGE RIGHT \ ----• m H -+++- :::::: CONSTRUCT/ON SIGN !WATCH MANUAL NUMBERING SYSTEM) PORTABLE CHANNELIZATION DEVICE, 28" MINIMUM HEIGHT FLASHING ARROW SIGN !DIRECTION OF ARROW SHOWN! TYPE II BARRICADE TYPE Ill BARRICADE TRAFFIC FLOW ARROW !REFERENCE ONLY! \ \ \ \ ' \ \ ' ' 48'x24' BLACK LETTERS ON ORANGE BACKGROUND READING "BIKE LANE CLOSED' 48"x24" BLACK LETTERS ON ORANGE BACKGROUND READING "BIKE LANE CLOSED AHEAU' PROPOSED PIPELINE 48' x 24' BLICK LETTERS ON ORANGE BACKGROUND BIKE LANE CLOSED AHEAD I' ---11 ,, ,, I\ --- TRAFFIC CONTROL APPROACH FOR 36" WATERLINE CONSTRUCTION CLIFF DRNE ar~ 111U1 l!r .. 1"911 CONSULTING ENGINEERS ,.,, I I I I I I I I I I I \ I I I \ 1 c1B I I I I I I I I I I 1/ ~ RECORD DRAWINGS These Record Drawings have been prepared based on informatio1 · su_bmitted in part by o!hel'5. While this allllom,atiOn is believed to be reliable,ASLConsulli!11l Eillgineer1 I,!, MIMS))OnSiblefcr Its occ1mIcy, nor for emn a 001issloiw wlKf1 ~ IIIMIIIMl\ll~■lwlllltll these plans 119 llre:tlllt, I I I \ I \ I I I \ I I I I ~ APPROVED I I JM~ 1---!-----1---------------1-----l F~BUC 'Nr:RKS ~EPART,\1ENT R.C.E. NO. 2.Ul<!,!,' l---!-----1---------------1-----l DATE Odo be.. l 1 199'2 DATE BY DESCRIPTION APP'O DESIGNED DRAWN J. LOAGUE S. PATTINSON REVISIONS CHECKED DATE J. MORENO 8/22/96 SCALE: 1"=40' C-300~-N REACH 4 36-INCH WATER TRANSMISSION MAIN -PHASE 2 TRAFFIC CONTROL APPROACH CLIFF DRIVE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5242-S SHEET 33 OF 41 0 f ..c - ,--IC/8 I I I +----t,,1n11 Cl I --"L I I I r8 ,--1WUR ) I I I I I ll I I I : J --- _.__cl3 1 1--- 1 I I I I I [TI I 1-------.i I I G --\' : /.' t I 1---- : 1 I /50' /50' 150' 1 Ii-----, l_'----:=;::---l-E--,!'-~i--\l'----i : TAPER I I 1 I V ,__.__ C/3 _______ _;:_ 1-.~~ <-/ W57 [ 1/ ~d~=-==-=-=-=-~-=-=-=-~-==-=-~-/ W57 ~-. ~ w . .,.. ----.--==''=-=►~ .... ,~-~ I I I I f""7l II i------'L:.J=.___-----;► I I I I I I ___ I I\ ---I I • ---: : --I I I ' I I I I I I I I I I I i I I ,. I I I I II I I I I I I I \' _J_ I__:=':===!~-=-=-'~ --~ ~ -_. ~ --_-" W57 --------------------------- ~t • • WI !LT) CIB I I I I • I I I I I I I I I I I - WORK ZONE I I I I -.--------C/3 TYPE I1I BARR!CNJES El C/3* 1 ;::~ I I I : -== CIB o l!) - ~-=,-=----t-ari11C/8 --~ I I I IC/ I I I I ,-- -i--~-wrtt1 WUR ) C/3 ~ - I I I I I ct: ·--\ l I r8 ~ B TYPE I1I BARRICADES I I I • I I I I ---I I --I , l : I ~ el> ,,." ---1. ,, I I I I I I I I I I I I 8 ti : --- 1 • I I I I I I I I I I-== ------------------------ ------------..:i , ______ _ ·,--+------- I I C/3 I I G ~-----.--C/8 ,--~I I I I +------.-= I !R7l! ~=-~i : I I ~--1---'--~-~ I I I c13 ) \ _...., ___ -~----.... - TAPER ·--\ I I I I I I I I I • I I I I TYPE I1I BARRICADES 150' 150' /50' • • ' I : I WI !RT" __._ ------+----~ ;::~_j I I I 11 I Cl3-.-' ·m-------1---~ ---I ·--I I ---I Cl __.__ C/8--!a_Gl3 TRAFFIC CONTROL WITHIN INTERSECTION SOUTHEAST CORNER o l!) - ' ~ o l!) - WI !LT!__.__ ' a l!) - --.--c,a C/8 __.__ $l - -+-----.-WI !LT) TRAFFIC CONTROL WITHIN INTERSECTION SOUTHWEST CORNER El --\ l • ! . -. :···,. ·-,·. I C/3 I I I I 0 I 1-----. /'----cl.J I I II I [ ·-. :,o';",l I /50' /50' TAPER ----- /50' - - -=--:!,-d-'=-1=-=-=-=-=-=-=-=-=-=-=-=-=-,t:,=-;:;,:-: :::::_ ----{f'bJii: '.W"=-==="i!!"=-:-==~= • WI !RT) • • WI • • • • /50' • I I I I I ----- Cl C/8 .. C/8 (LT) ________________ ~L ---------------------- ~---~ ~ -:-~--------=-=---~ ~~ I I -- 150' !Sb' !50' li,,#,~r+,,« TAPER I I I ---ljl I I ~-==-,------+---~ L:_J I I I I ~-~1~---~I I I ~ I I I ~" ---I WI I --: !RT): ---I I --I I ,:'~j: tC/: I I I : I l I ---I CIBI --I I I I ---I I ---I I I I I~ 1 r-L \ I I ! TRAFFIC CONTROL WITHIN INTERSECTION NORTHWEST CORNER Cl3 \ /, 2. CITY OF COST A lvlESA SPECIAL NOTES CONTACT TRAFFIC ENGINEER AT 754-5334 72 HOURS PRIOR TO PERFORM/lvG WORK WHICH WILL AFFECT TRAFFIC SIGNAL LOOPS TRAFFIC SIGNAL LOOPS SHALL BE REPAIRED WITHIN 2 DAYS OF REPAIR OF INTERSECT/ON PAVEMENT KEY NOTES POST TEMPORARY "NO PARKING TOW AWAY ZONE"@ /00' O.C. ON BOTH SIDES OF STREET RECORD DRAWINGS These Record Drawings mve QJeen !l"epared oo,;ed on i!lformat1oc. submitted in part byo!llers. While this inlorination is believed to be reliable, ASL Consulling Engineers is not responsible for its accuraei, nor for errors or omission& which may hove been incorpGl'IIIN lnlO these plan& as a result. --I C/3 1 '_:-~j I I I : I WI !LT) I I I-== C/8 __.__ ' a l!) - a l!) - TRAFFIC CONTROL WITHIN INTERSECTION NORTHEAST CORNER SIGN LEGEND NO. DESCRIPTION Cl DETOUR AHEAD C/3 END CONSTRUCTION CIB ROAD CONSTRUCTION AHEAD C20 !LEFT OR RIGHT) LANE CLOSED AHEAD WULT! MERGE LEFT Wl(RTJ MERGE RIGHT W56 LEFT OR RIGHT TURN ARROW SIGN NO RIGHT TURN SCALE: 1'·40' Rl68 RI STOP SIGN - SYMBOL LEGEND -TYPICAL AT ALL LOCATION WHERE TRAFFIC IN RIGHT LANE IS DIVERTED TO THE LEFT --.--CONSTRUCTION SIGN !WATCH MANUAL NUMBERING SYSTEM) • PORT ABLE CHANNEUZATION DEVICE, 28' MINIMUM HEIGHT m FLASHING ARROW SIGN !DIRECTION OF ARROW SHOWN) --H+ TYPE Ill BARRICADE TRAFFIC FLOW ARROW !REFERENCE ONLY) APPROVED C-3004-N ~-.. ~ ', -§S / lr~KM ?.-.o J wt~l. l---+---+---------------t-----1 ~KS DEPARTMENT R.C.E. NO. ~Zo4S 1---+---t----~-~-~~-----,----i jAF 0,h,l.e.v" \. l9% REACH 4 -36-INCH WATER TRANSMISSION MAIN -PHASE 2 . ____ / 0. 502 .613 CIVIL Chi.~ CONSULTING ENGINEERS DATE BY DESCRIPTION REVISIONS ' DESIGNED DRAWN J, LOAGUE S. PATTINSON CHECKED DATE J, MORENO 8/22196 TYPICAL TRAFFIC CONTROL DETAILS FOR WORK WITHIN INTERSECTIONS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5243-S SHEET 34 OF 41 TIW'r1tMim-1 ,-z1-u ! I~ I ~ ,s; -- Cl~1u~ Kl I I Cl-+--1 a I LO<C"""-----1 I (\J I I I I I ------------~----------r----------------------------------1---, I I I I I I I I I I I ' I -~ '---- ~11 I -: I ' ' Cl : C2/r--+--,.n1 I ' ' I : I ' i C/3 I I I I PHASE I I I I I I I I Cl3 ----~-Cl8 TRAFFIC CONTROL PHASING PLAN THROUGH MULTIPLE LANE INTERSECTION 150' Cl8 SCALE: /"=40' C/8 ------I I I I I ~ I I I (\J I I I I 1Cl3 C20 /LT! I _______ T___ --------------------------------------------I ~ (\J ______________________ _., __ ' I '---- __ _j --------------------------------------~-------------- ~------------~----------- 17 I ! -- ~ 57 ' /' I I 150' I. WI /LT! /50' t. I I • • I I I i • , I I I I ! I I • I I I I C/3 ----------·-------------------------' ofESSJo.v4J\ ~-l~4,:,}_ ' '<" ~/ 6/JQ/9t ,-,,., II CIVIL OF C~\.~ 0 ~ -----t-C21 ------+ Cl ~ _._ _ __._ C/8 PHASE 2 TRAFFIC CONTROL PHASING PLAN THROUGH MULTIPLE LANE INTERSECTION CITY OF COSTA MESA SPECIAL NOTES /. CONTACT TRAFFIC ENGINEER AT 754-5334 72 HOURS PRIOR TO PERFORMING WORK WHICH WILL AFFECT TRAFFIC SIGNAL LOOPS 2. TRAFFIC SIGNAL LOOPS SHALL BE REPAIRED WITHIN 2 DAYS OF REPAIR OF INTERSECT/ON PAVEMENT KEY NOTES POST TEMPORARY 'NO PARKING TOW AWAY ZONE'@ 100' O.C. BOTH SIDES OF STREET PROl-//8fT LEFT TURNS WfU:.N TJ.leRE IS ONLY A SINGLE LANE ON PLACENTIA RECORD DRAWINGS NO. Cl C/3 C/8 C20 WI/LT! WI /RT) W56 W57 ------• -#f--TM..® llee©lfd ll,awi~gz """® ioo®n iJ!fe~reoJI baMld on in!ormati:' 5"!)Mi'ltOO In [.1'lrt 1,y ~'lh~,~-Wholethi~ ml<ll!l'mat,on ss tei.ese~ 10 reliable, AS!.C@IISUl!ing IEll!lon.>ars 1$ ootrespons1!Jle for ,ts accaracy, Iii nor for eiTOl'S or omissions which may have been lnalli)Oi'•tad ulfo !hese plans as a resutt. APPROVED SIGN LEGEND DESCRIPTION DETOUR AHEAD END CONSTRUCT/ON ROAD CONSTRUCTION AHEAD /LEFT OR RIGHT! LANE CLOSED AHEAD MERGE LEFT MERGE RIGHT LEFT OR RIGHT TURN ARROW SIGN ARROW SYMBOL LEGEND CONSTRUCT/ON SIGN !WATCH MANUAL NUMBERING SYSTEM) PORTABLE CHANNELIZATION DEVICE, 28' MINIMUM HEIGHT FLASHING ARROW SIGN !DIRECTION OF ARROW SHOWN! TYPE Ill BARRICADE TRAFFIC FLOW ARROW /REFERENCE ONLY! C-3004-N REACH 4 -36-INCH WATER TRANSMISSION MAIN -PHASE 2 \;Bl.JC WORKS DEPA~TMENT CONSULTING ENGi NEE FiS R.C.E. NO. 't-'2.1:v,.e l------l-----l---------------11--------1 DA TF Oc.hJ..e.. l , I 99(p DESIGNED OR AWN TRAFFIC CONTROL PHASING PLAN THROUGH MULTIPLE LANE INTERSECTION W-5243-S OATE B1 OESCRIPTION APP'D REVISIONS J. LOAGUE S. PATTINSON CHECKED DATE J. MORENO B/22/96 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 35 OF 41 mi.rrc11,00H !-.tl-!M! I I~ I 0 ---..c. - TRAc-r J J 54-; JbOJ JOJ3 9J3 MONROVIA AVE 0 4() SCA1£ IN FEET I Inch • 40 ft. LJ 80 BABCOCK ST. CONSULTING ENGINEEFIS TRAc-r LJJS-; LEGEND UM/TS OF A.C. PAVEMENT AND E.SJ AGGREGATE BASE REMOVAL AND REPLACEMENT UM/TS OF 2' GRINDING OF EXISTING AC. PAVEMENT AND REPLACEMENT WITH 2' A.C. OVERLAY CONSTRUCTION NOTES @---REMOVE AND REPLACE ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS @----ADJUST ALL MANHOLE AND VALVE COVERS TO GRADE IN DESIGNATED PROJECT AREA KEY NOTES @]----PROTECT IN PLACE TYPICAL PAVEMENT REPLACEMENT SECTION WEST /6th STREET 4' A.G. PAVEMENT 13" AGGREGATE BASE TYPICAL PAVEMENT REPLACEMENT SECTION MONROVIA STREET i.l ! 3" A.C. PAVEMENT 6' AGGREGATE BASE RECORD DRAvVINGS 11~:-se_ Record Drawings have been prepared based on inform-?.t'.c.1:·· ·:-:-1.,tim11!1:;d in part by others. Wl1ile this information is be!ieveC to ua r:e11able, ASL Consulti~g_Engineers is not responsible for itsaccur<J-::y, i~or for errors or om1ss1ons which may have been incorporated into tr!ese prans as a result. C-3004-N APPR:vrn b tL. 1----+---+-------------+---1 u~~ > I \,_;/R.C.E. NO. 46214 REACH 4 -36-INCH WATER TRANSMISSION MAIN -PHASE 2 36' WATERLINE PAVEMENT REPLACEMENT W 16th STREET DATE "l • tip .&((, DATE JY DESCRIPTION APP'D D,S1G,ED J. LDAGUE DRAWN S. PA TTINSDN REVISIONS CfECKED J. MDRE\D DATE 8/21/% FROM STA. 9+88.43 TD STA. 20+00.00 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5243-S SHEET 36 OF ~I Plf _SHfl. DDN I •ZO·H ' m " 0 ' ~ 0 " " z !" n J> C ~ 0 ~ 2 " " I, 2 T 0 r 0 " G • 0 -D " ~ u ~ rn 0 " ~ ·-~ ~ z Ei 0 ,·. z 3 < 0 :i. 0 " -0 ., '6 " t < z '" n l> C I ~ 0 ii ... " I~ 820 8Jb 8J4 J01 J 05 1.L 4() 0 40 SCAf.E IN FEET /inch • 10 ft. 80 CONSULTING ENGINEEFIS LEGEND UM/TS OF AC.PAVEMENT AND AGGREGATE BASE REMOVAL AND REPLACEMENT UM/TS OF 2" GRINDING OF EXISTING A.G. PAVEMENT AND REPLACEMENT WITH 2" A.G. OVERLAY CONSTRUCT/ON NOTES @-- ®-- REMOVE AND REPLACE ALL CONFUGTING STRIPING AND PAVEMENT MARKINGS ADJUST ALL MANHOLE AND VALVE COVERS TO GRADE IN DESIGNATED PROJECT AREA TYPICAL PAVEMENT REPLACEMENT SECTION WEST 16TH STREET 4' A.C. PAVEMENT 13" AGGREGATE BASE a a g .. a co Iv) Iv) • "'( 1--1-- V) lt.J lJ.J ::t:: V) ~ lJ.J -lJ.J -..I V) ::t:: (._) 1-- "'( ~ ,. . RECOF1D DH/\\VH·~GS •1'0'58_ f,~c~rd Drawings have been prepared b.::sed on mfom1,1t;o: ,-'.~---~mitt,..id m part by ~thers. _ While this jnformatfon is believed tc, be • .1 .... te, ASL Consulting Engineers is not responsible for ,ts accuracy sor or errors or omissions Which may have been incorporated int; these plans as a result. C-3004-N APPROVED t l----+---+--------+------1 I/ REACH 4 -36-INCH WATER TRANSMISSION MAIN -PHASE 2 C.E. NG. -~46~2~14_ DATE BY DESCRIPTION DESIGNED J. LOAGUE DRAWN S. PATTIISDN REVISIONS CHEC<EO DATE J. MOR,NO 8/21/96 36' WATERLINE PAVEMENT REPLACEMENT W 16TH STREET FROM STA. 20+00.DD TD STA. 30+00.00 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5243-S SHEET 37 OF 41 P~,-SH12. JCll 1---<!0-M '.2 ~ - ' ' " ,: z I 0 r 0 D n rn 0 u D D 0 " rn 0 D ~ rn < z '5 C z " w. D 0 ' ~ rn ► " z m 0 '" C " C, D z j, • ·• .c. -- " ,; .7 I 0 r 0 D C, rn 0 0 ~ D □ " rn u D " rn "i < z 0 C z < ~ " 0 ,, ~ ~ ~ z " 0 '" C: " D D z " 10 20 0 40 SCALE IN FEET I Inch ~ 40 ft. 735 140 129 1?3 122 728 R/W R/W LU WEST 16TH STREET Of JVJ.E'.SA J599 EXISTING CURB ANO GUTTER POMONA AVE AVE REVISIONS LEGEND LIMITS OF AC.PAVEMENT AND AGGREGATE BASE REMOVAL AND REPLACEMENT LIMITS OF Z' GRINDING OF EXISTING A.G. PAVEMENT AND REPLACEMENT WITH 2' AC. OVERLAY CONSTRUCT/ON NOTES @-- @--- REMOVE AND REPLACE ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS ADJUST ALL MANHOLE AND VALVE COVERS TO GRADE IN DESIGNATED PROJECT AREA J5LJO TYPICAL PAVEMENT REPLACEMENT SECTION WEST 16TH STREET 4' A.C. PAVEMENT 13' NJGREGATE BASE PUBLIC WORKS DEPARTMENT C-30QL-N SHEET 38 OF 41 " " C 2l " '° ,, 0 I ..r: --- ~ z L 0 r 0 r n m 0 0 r " 0 " m 0 ' " " 9 a z o L z s oc m r C ' n " > < " z m, n " C ~ D " z " " ► z I D r 0 r n m D u D lJ 0 " m D D lJ ~ '1 2 o ' z , I L}5 ~ffS~ ~ ~-;L04_. ' ' ""&: _/ <"' / ~ \'1 --i , /30/91 '. CIVIL ' CONSULTING E:NGINEE FIS DATE BY :i: ED < 0 SCALE IN FffT r Inch ~ 40 ft. DESCRIPTION REVISIONS I 80 APP"D CONSTRUCT/ON NOTES @--REMOVE ANO REPLACE ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS. @--ADJUST ALL MANHOLE AND VALVE COVERS TO GRADE IN DESIGNATED PROJECT AREA E:SJ LEGEND PAVEMENT AND BASE REMOVAL AND REPLACEMENT TYPICAL PAVEMENT REPLACEMENT SECTION KINGS PLACE 3' A.C. PAVEMENT II" AGGREGATE BASE TYPICAL PAVEMENT REPLACEMENT SECTION 15th STREET 3.a' A.C. PAVEMENT /3" AGGREGATE BASE RECORD DRAWINGS These_ Re~d Drawings have been prepared based on informefo, su_bmotted ,n part by others. While this information is believed to be reloable,ASL Consulting Engineers Is not responsible tor its accurac;. nor for errors or omissions which may have been incorporated into these plans as a result. C-3004-N APPROV,D REACH 4 -36-INCH WATER TRANSMISSION MAIN -PHASE 2 um / E. NO. 46114 OATE ~ -• 1> ·"1'- DESIG~ED DRAWN J. LOAGUE S. PATTINSON CHECKED DATE J. MORENO 8/22/% 36' WATERLINE PAVEMENT REPLACEMENT KINGS ROAD FROM STA. 10+00.00 TO STA. 17+50.00 CITY OF NEWPORT BEACH W-5243-S PUBLIC WORKS DEPARTMENT SHEET 39 OF 41 , -' 0 ~ ,-~ u TI z ~ i.---~ 0 ... , ..c --- TI \;: z l D ' D " n E D " D 0 TI rn 0 " ~ ro ' z 6 \o z ~ • <" • No! 50292 .. ' ' ,.I '>---:;. iiiF~ 111111 Ef .. RIWI CONSULTING ENGINEERS LEGEND NOTE: LIMITS OF PAVEMENT AND BASE REMOVAL AND REPLACEMENT 2' AC. PAVEMENT OVERLAY FOR RESTRIP/NG PLAN SEE SHEET 41 TYPICAL PAVEMENT REPLACEMENT SECTION KINGS PLACE 3' AC. PAVEMENT II" AGGREGATE BASE TYPICAL PAVEMENT REPLACEMENT SECTION OF CLIFF DRIVE 3' A.G. PAVEMENT BASE COARSE /3' AGGREGATE BASE 40 20 0 40 80 C-30Cs-N APPROVED a D ============dJJJ~<••. UT,LITIES ~.tt<IEER REACH 4 -36-INCH WATER TRANSMISSION MAIN -PHASE 2 36' WATERLINE PAVEMENT REPLACEMENT CLIFF DRIVE I "-;R.C.E. NO. 46214 l---+--+------------------l-------1 DATE , "'I • ( 'A .c, '- DATE BY DESCRIPTION APP'□ DESIGNED J. LOAGUE DRAWN S. PA HINSON REVISIONS CHECKED J. MORENO DATE 8/22/96 FROM STA. 17 +50.00 TO END CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5243-S SHEET 40 OF 41 PA1-SlfTl,Ollli 1-20-H f .z:; - u ',: z I 0 r □ " n " u 0 " D D ~ r 0 " " ro ~ ' L a C z ~ ~ " D ., jj " p s " z " n ~ r ~ D ~ z '); / DETAIL 39A, TYP. MODl'IED TO 200' r-QFTAIL 27B, TYP. I / /DETAIL 39, TYP. \_\----_-_-_-_-_-_-=---:--=--======~=~=~=i=~=~==;~;=_--..J==_m=::1_-{ I f LEGEND: B -BIKE L -LANE NOTES: I. ALL STRIPING DETAILS, IIARKINGS, ETC. SHALL BE PER STATE OF C.ALIF. DEPT. OF TRANSPORTATION STANDA.RD PLANS, LHES, EDITION. 2. ALL 12' WHITE OR YELLOW SHALL BE THERMOPLASTIC, 3, ALL PAVEMENT ~A.RKINGS, INCLUDING ARROWS AND LEGENJS SHALL BE THERMOPLASTIC. _--=!•=r~~-:=~-===-T • DETAIL 22, TYP. PROTECT MARKERS IN PLACE, SEE SPECS. ~ -----~ ~ ,fy DETAIL 39A MODl'IED TC 200'. 4. ALL REFLECTIVE PAVEMENT IIARKERS SHA_L HAVE GLASS COV"RED REFLECTIVE FAcES. REF: ATLAS OIO, T-5462-L, T-5120-S, TR-4705-S 5. ALL NON-REFLECTIVE PAVEMEN~ MARKEiS SHALL BE CERA\IIC. 6, ALL EXISTING THERMOPLASTIC STRIP NG Mus-BE REMOVED P'llOR TO RESURFACING OR SLURRY. --- 7, ALL EXISTING PAVEMEN' MARKERS !.UST BE REMOVED PRIOR TO RESURFAC'NG OR SLURRY AND REPLACEO WITH NEW MARKERS, UNLESS OTcERWISE SHOWN. SEE SPECS. DATE BY DESCRIPTION REV SIONS u/;J ,jiz' ,;, '~ ' ' <\, ' ' 'b ' ' ' ' <oo_ DETAIL 38A APPROVED TRAFFIC ENGINEER R.C.E. 10. 21045 DATE 1.PP'D, DESIGNED DRAWN JB/ML CHECKED DATE ' ':cv <q ' ' ~ ~ " c::::; " ' (;; ~ ~ BEGIN STRIPING / \ =~~~~-- ML STRIPING PLAN CLIFF ~A\/rN CLIFF DR., KINGS RD., KINGS PL., HAVEN P_, CORAL PL. ST. ANDREWS RD,, PIRATE RD,, SIGNAL RD. CITY OF NEW::iORT BEACH T-5577-S PUB_C WORKS DEPARTMENT JB 17 Jan 1996 SHEET I/\, OF 4 DATE BY DESCRIPTION APP'D REVISIONS RE.CORD DRAWINGS These Record Drawings have been prepared based on information submitted in part by others. While this information is believed to be reliable, ASL Consulting Engineers is not responsible for its accuracy1 nor for errors or omissions which may have been incorporated into these plans as a result. C-3004-N CLIFF DRIVE RESTRIPING PLAN DESIGNED DRAWN J. LOAGUE S, PATTINSON CHECKED DATE J, MORENO B/22196 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5243-S SHEET 41 OF 41 " ~ z I D r D " 0 rn D 0 " ~ ~ " D " ,, ro !; ' z i5 C z < ~ " 0 ' ' " C p , " " C ~ z I D r D " 0 rn. D 0 " ,, 0 " rn D " " ~ cj z o s z EXIST/ G EUCALYPTUS TREE CONTR/'CTOR TO ?ROTE T IN PUCE. EXISTING GATE N£WPOR1 HARBOR HJGH SCHOOL PAR}<J NG J\R£A PROPOSED CITY OF NEWPORT BE/CH EASEMENT EXISTING STREET LIGHT CONTR/'CTOR TO PROTECT IN PUCE OR REMOVE AND REPL/JCE IF NECESSARY FOR CONSTRUCT/ON I !~ l,1i r·:: 42' STORM ---mtAJJt·--------------------- ------EXISTING 8' P. V.C. LATERAL PER ,--GROUNDNATER DEVELOPMENT PROJECT REACH 4 PHASE I PLANS -----------------(~--------------------------------------------_...,,,,,-_-_______________ -50'-W-ATER-re-Nm---------------------- EXISTING 3G' X ¼' WALl. CML&C STEEL PIPE ~ (j_ 15TH STREET 8" WATER SERVICE RELOCATION PLAN SCALE: I'· I0'-0' 8' V.C.P.SEWER CONSTRUCTION NOTES @-coNSTRUCT THRUST BLOCK PER CITY OF NEWPORT BE/'CH STD-510-L @--6' 9(J' ELBOW (MJ x MJJ @-6' DRl4 PVC C-900 PIPE PER CITY OF NEWPORT BEACH STD-106-L @-6' CLASS 53 DUCTILE IRON PIPE (FE x FE J @-6' x 8' DIP ECCENTRIC REDUCER (FE x FEJ @--6'WATER METER ASSEMBLY PER CITY OF NEWPORT BE/JCH STD-514-L. @--6' OR 8' (PVC x /'C MOAJ TRANSITION COUPLING ICONTR/'CTOR TO FIELD VERIFY DIMENSIONS OF EXISTING ACPJ @-DOUBLE CHECK BACKFLOW PREVENTER ASSEMBLY 6' RPP -FEBCO 825 YD PER CITY OF NEWPORT BE/JCH STD-520-L @--REPL/'CE CURB AND GUTTER @-B'MJ x FE ADAPTER @-5• MJ x FE ADAPTER @-1NST ALL 8" IMJ x MJJ R. W. GATE VALVE WITH 3' SECTIONS AND TRANSITION COUPLINGS EXISTING 8' A.C.P. FILL ENDS WITH GROUT !WD ABANDON IN PUCE -REMOVE EXISTING 8' AC.P. TO NEAREST JOINT REMOVE EXISTING B'VALVE EXISTING 3(1' x ¼' WALl. STEEL WATERLINE KEY NOTES @-PROTECT IN PUCE I (1-lvEXISTING 8' AC.P. I ! I FILL ENDS WITH GROUT I ! AND ABANDON IN PUCE I ! I 'E:p" CONSTRUCT THRUST BLOCK PER CITY OF NEWPORT BE/'CH STD-510-L 8' BLIND FL!WGE EXISTING 3(1' x ¼' WALL STEEL WATERLINE EXISTING PLAN PROPOSED PLAN 8" A.C.P. NEWPORT HARBOR HIGH SCHOOL WATER SERVICE RELOCATION I ~ ~ iB a: No. 50292 • E>cp. 6/lO/lll CIVIL ~-, lr~KM CONSULTING ENGINEERS DATE BY SCALE: %' • f'-(J' DE5CRl'TION REVISIONS 10 5 I I APPROVED UTILITIES ENGltEER R.C.E. NO. 46214 DATE _____ _ 0 10 20 l~I I - SCALE IN FEET I Inch • 10 ft. C-3004-N REACH 4 -36-INCH WATER TRANSMISSION MAIN -PHASE 2 8' WATER SERVICE RELOCATION PLAN ON E. 15TH STREET DESIGNED DRAWN APP'D J. LOAGUE S, PATTINSON CHECKED DATE J. MORENO 7 /16/97 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5243-S SHEET I OF4-I FIRESITE.DGN 7-28-95 ~HT-41 f\ oF 4/ \