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W_5301_S
• • GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUClED IN ACCORDANCE TO THE "STANDARD SPECIFlCATIONS FOR PUBLIC WORKS CONSTRUCTION," 2004 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHER'MSE STAIB) IN THE Cln'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACl'S SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHO\W<I AS PER AVAILABUE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE AELD AT THE BEGINNING OF CONSTRUCTION. 3. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS DEPARTMENT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK AT (949) 644-3311. 4. THE WALLS AND FACE OF ALL EXCAVATIONS GREAlER THAN FlVE FEET IN DEP1tt SHALL BE GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND, OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN FlVE .FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPEClED. 5. THE CONSTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATIONS OR TRENCH WORK AS DESCRIBED IN NOTE 4 ABOVE FROM CAL-OSHA. 6. ALL WATER PIPE SHALL BE BEDDED PER CNB STD-106-1., AND ALL SAND USED FOR BEDDING SHALL BE MINIMUM 30 S.E. 7. THE CONTRACTOR SHALL NOTIFY THE FlRE DEPARTMENT 48 HOURS IN ADVANCE OF SHUmNG OFF ANY FlRE HYDRANTS OR ANY LANE CLOSURES AT (949) 644-3106. 8. ALL FLANGE JOINTS SHALL BE JOINED USING UTILIZING TYPE 316 STAINLESS STEEL NUTS, WASHERS, AND BOLTS. GASKETS SHALL BE FULL FACED, CLOTH REINFORCED BUNA-N RUBBER. 9. ALL MECHANICAL JOINTS SHALL BE INSTALLED WITH RETAINER GLANDS. 10. THE CONTRACTOR SHALL VERIFY DEPTH AND LOCATION Of ALL CONNECTION POINTS PRIOR TO START OF CONSTRUCTION. 11. ALL WATER MAIN FITTINGS SHALL BE MECHANICAL JOINT DUCTILE IRON (CL 52 MIN) UNLESS OTHERWISE SPECIFlED. ALL WATER MAIN FITTINGS SHALL HAVE AN 8 MIL LOOSE POLYETHYLENE ENCASEMENT PER SECTION 207-9.2.6 OF THE STANDARD SPECIFICATION. POLYETHYLENE SHALL BE TIGHTLY WRAPPED AND TAPED TO PIPE WITH 10 MIL VINLY TAPE. 12. WA TIER MAINS SHALL HA VE A MINIMUM OF 36• OF COVER FROM THE FlNISHEO SURF ACE. 13. FLEX AND TRANSITION COUPLINGS USED TO JOIN PIPE IN WATIER MAIN CONSTRUCTION SHALL HAVE ALL THREADED PARTS ANO JOINING HARDWARE FABRICATED FROM TYPE 316 STAINLESS STEEL 14. PIPE HARNESS ASSEMBLIES, VALVES, FlTTING RESTRAINTS, AND SHACKLE-CLAMP ASSEMBLIES SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL ALL THREADED ROD, NUTS, BOLTS, AND WASHERS. CLAMPS, SHACKLES, AND OTHER HARDWARE MAY BE CARBON Slffi.S OR DUCTIUE IRON WHERE APPROPRIATE, BUT MUST BE COAlED .LIBERALLY 'MTH CORROSION PROTECTIVE MASTIC COMPOUND. 15. BOLTED CONNECTORS FABRICA TIED FROM TYPE 316 STAINLESS STEEL SHALL HA VE ALL THREADED PARTS COATED UBERALL Y WITH AN APPROVED ANTI-SEIZE COMPOUND. 16. ALL BOLTED AND THREADED FASTENERS SHALL BE MANUFACTURED IN THE UNITED STATES OF AMERICA ANO SHALL CONFORM TO THE MINIMUM REQUIREMENTS FOR STRENGTH, MA TERI AL CONSTRUCTION, AND DIMENSION AS ESTABLISHED BY THE ASTM AND THE ANSI SPECIFICATIONS. ALL FASTENERS SHALL BE ACCOMPANIED BY WRITTEN CERTIACAllON FROM THE MANUFACTURER. 17. WATIER LINE DISTANCES SHOWN ON THE PLAN AND IN THE ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES. 18. THE CONTRACTOR SHALL INSTALL ON NEW PVC WATER MAIN A 10 GAUGE INSULATED TRl,CING 'MRE PER INSTRUCTIONS FOR UTILITIES REPRESENTATIVE LOREN LOVE (949.718.3410). 19. REAER TO EXHIBITS LOCAlED 'MTHIN APPENDIX A OF THE CONTRACT SPECIFICATIONS FOR ADDITIONAL INFORMATION PERTAINING TO THE REPLACEMENT OF SURFACE IMPROVEMENTS. 20. ALL ACP PIPE REMOVED FROM THE PROJECT SHALL BE DELIVERED TO 1HE CITY UTILITY YARD. CONSTUCTION NOTES 0 REMOVE EXISTING 8-INCH DIP WATER MAIN, FITTINGS, AND VALVES, AND INSTALL 8-INCH PVC C900 CLASS 200 WA TIER MAIN. TRENCH BACKFlLL AND BEDDING PER DETAIL S ON SHEET 4. @ RECONNECT EXISTING FIRE HYDRANT TO NEW WATER MAIN. @ REMOVE EXISTING AND INSTALL 6-INCH CLASS 150 RW GATE VALVE (MJxMJ) Wl1H VALVE BOX AND RISER PER CNB SlD-508-L, SlD-510-L, ANO SlD-511-L © REMOVE EXISTING AND INSTALL a·xs· DUCTILE IRON TEE (MJxfE). ® REMOVE EXISTING AND INSTALL 8-INCH CLASS 150 RW GATE VALVE (FExMJ) WITH VALVE BOX AND RISER PER CNB SlD-508-1., SlD-510-L, AND STD-511-L @ INSTALL 3-FOOT MINIMUM PUP OF 6-INCH PVC C-900 (CLASS 150) ANO CONNECT WITH 6-INHC LONG BODY TRANSITION COUPLING (PVC w ACP) TO EXISTING WATER MAIN . 0 INSTALL 3-FOOT MINIMUM PUP OF 8-INCH PVC C-900 (CLASS 150) AND CONNECT Wl1H 8-INCH LONG BODY TRANSITION (PVC w ACP) TO EXISTING WA TIER MAIN. @ INSTALL 2-INCH WATER METER SERVICE PER CNB SlD-503-L ® CONSTRUCT THRUST BLOCK PER CNB SlD-510.:._L @ INSTALL 8-INCH PVC C900 CLASS 200 WATER MAIN. TRENCH BACKFILL AND BEDDING PER DETAIL S ON SHEET 4. @ INSTALL 6-INCH PVC C900 CLASS 200 WATER MAIN INCLUDING ALL FITTINGS. TRENCH BACKFlll, BEDDING AND j TRENCH RESURFACING PER DETAIL S ON SHEET 4. @ INST ALL a· X a· DUCTILE IRON lEE (FIE X FIE). @ RECONNECT TO EXISTING WA TIER SERVICE. I · @ REMOVE EXISTING 45• BEND AND THRUST BLOCK. @ REMOVE ANO RECONSTRUCT ASPHALT CONCRElE PAVEMENT. @ REMOVE AND RECONSTRUCT PCC CROSS GUTTER PER CNB SlD-185-L TO THE NEAREST CONSTRUCTION JOINT. @ REMOVE AND RECONSTRUCT PCC CURB ACCESS RAMP PER CNB STD-181-L-A (CASE E). @ REMOVE AND RECONSTRUCT PCC SIDEWALK PER CNB ST0-180-L TO JHE NEAREST FULL SLAB. @ REMOVE ANO RECONSTRUCT PCC DRIVEWAY APPROACH PER CNB SlD-163-L @ REMOVE AND RECONSTRUCT IN KIND PRIVATE IMPROVEMENTS. ® REMOVE ANO RECONSTRUCT IN KIND PRIVATE PCC DRIVEWAY. @ REMOVE AND RECONSTRUCT LANDSCAPE IMPROVEMENTS IN KIND. @ REMOVE AND RECONSTRUCT DECORATIVE PCC DRIVEWAY APPROACH PER CNB SlD-163-L @ REMOVE AND RECONSTRUCT PCC CURB ACCESS RAMP PER DETAIL J ON SHITT 1. @ INSTALL 6" x s• DIP INCREASER (MJ x MJ) @ INSTALL 1-INCH WATER METER SERVICE PER CNB SlD-502-L @ INSTALL 6-INCH 45' DUCTILE IRON BEND (MJxMJ). @ NOTE NOT USED. @ NOlE NOT USED. @ INSTALL 8-INCH 45" DUCTILE IRON BEND (MJxMJ). ® CONNECT 'MTH 8-INCH LONG BODY TRANSITION COUPLING TO EXISTING WATER MAIN. ® REMOVE EXISTING AND INSTALL s· X s· DUCTILE IRON TEE (FExMJ). @ CONNECT 'MTH 6-INCH LONG BODY TRANSITION COUPLING TO EXISTING WATIER MAIN. ® REMOVE EXISITING 90' DIP BEND. , PUBLIC WORKS DEPARTMENT WATER MASTER PLAN IMPROVEMENTS IRVINE TERRACE WATER VALVE, OCEAN VISTA AND ORANGE STREET WATER MAIN REPLACEMENT C-3643 CITY OF COSTA MESA PROJECT LOCATIONS VICTORIA ST VICINITY MAP NOT TO SCALE ~ a:, ~+, ~S' "-1> CITY OF IRVINE uli\\JERSl'rt NO SCALE APPROVED: ABBREVIATIONS SYMBOL LEGEND • SHEET INDEX 3 APPR0',£0: EXISTING 6" ACP F PUBLIC WORKS R.C.E. NO. 36106 CITY ENGIN~ .C.E. NO. 24967 6 EXISTING "'T'" L.~ISTING r~ I. 6~ ~'~~,---~-------- DETAIL B N.T.S. EMERGENCY TELEPHONE NUMBERS DAlE: ACP CIP DIP FE DAlE: MJ , I PVC RW ·::~ /',.JU..., ~ s: •i .~~~~~ LOCATION MAP NOT TO SCAUE ASBESTOS ctMENT PIPE '1:1 FlRE HYDRANT CAST IRON PIPE VALVE DUCTILE IRON PIPE ----PROPERTY LINE FILANGED END -----S----SE~ LINE MECHANICAL JOINT POLYVINYL CHLORINE (PIPE) ----W----WATER LINE RIGHT OF WAY .. SHEET NUMBER PESCRJPDQN 1 TITLE SHEET 2 PLAN SHEET - IRVINE TERRACE VALVES 3 PLAN SHEET - IRVINE TIERRACE MAINS 4 PLAN SHEET - OCEAN VISTA 5 PLAN SHEET - ORANGIE SIREE I CALL TOLL FREE 1-800--422-4133 BEFORE YOU DIG DETAIL A ..,...--EXISTING (' 6" ACP 8.33% MAX. AT CURB (TYP) N.T.S. I VARIES I 0• c.f. -"""-" ,,, ~ b I I I I EXISTING .. I /E~ISTING ~ "'~1 ;JV' _j_~· ;JV' .L ' ,,,, DETAIL C N.T.S. VARIABLE HEIGHT RETAINING CURB (O" TO 6") 7' '-......-EXISTING SIDEWALK (TYP)-........ 8.33% MAX. AT CURB (TYP) DETAIL J -CURB ACCESS RAMP N.T.S. F C ~ 0 C-3643 I AGENCY TELEPHONE 1-800-624-6153 1-800-611-1911 611 APPROVAL RECOMMENDED APPROVAL RECOMMENDED .--r--r------------,--,'.XiAPPR'!l'!!ico~vALll'.i!roil;iMiEiENili:DrriEDr-T--------~------------11 WATER MAIN MASTER PLAN IMPROVEMENT " SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PAClflC TELEPHONE COMP ANY CITY OF NEWPORT BEACH (UTILITIES DEPT.) COUNTY SAN1TA TION DISTRICTS ADELPHIA CABLE UNDERGROUND SERVICE ALERT 949-6'14-3011 714-962-2411 949-542-6222 1-800-422-4133 UTlllTIES DIRECTOR ~..ko.-..!M ~°""L lRNSPORTATIOI & DEVELOPMENT SERVICES MANAGER R.C.E. NO. 22045 DATE DATE BY DESCRIPTION REVISIONS DATE P OVIL ENGINE£R .. NO. ,«1124 ,o -!> -oS APP'D. DESIGNED DRA'IIN SC aiECKED DATE SC M 30 SEPT 200 D D IRVINE· TERRACE, OCEAN VISTA, & ORANGE ST. ~ TITLE SHEET ! CITY OF NEWPORT BEACH W-5301-5 PUBLIC WORKS DEPARTMENT SHEET 1 OF 5 • \ I ~EXISTING r 8" ACP ®'-.1 6 EXISTING /EXISTING ,· '"--:L J' <iJ<i) I -+-JI ciJci) ~ ,. ACP GY 3 6 •GY 3 s I I EXISllNG__.!1 6" ACP DETAIL D N.T.S. CONSTRUCTION NOTES @ REMOVE EXISTING AND INSTALL 6-INCH CLASS 150 RW GATE VALVE (MJxMJ) Wl1H VALVE BOX AND RISER PER CNB STD-508-L, STD-510-L, AND STD-511-L ® REMOVE EXISTING AND INSTALL 8-INCH CLASS 150 RW GATE VALVE (FExMJ) WITI-1 VALVE BOX AND RISER PER CNB STD-508-L, STD-510-L, AND STD-511-L. ® INSTALL 3' MINIMUM PUP OF 6-INCH PVC C-900 (CLASS 150) AND CONNECT Wl1H 6-INCH LONG BODY TRANSITION COUPLING (PVC vs ACP) TO EXISTING WATER MAIN. (j) INSTALL 3' MINIMUM PUP OF 8-INCH PVC C-900 (CLASS 150) AND CONNECT Wl1H 8-INCH LONG BODY TRANSITION COUPLING (PVC vs ACP) TO EXISTING WAlER MAIN. ® CONSTRUCT 1HRUST BLOCK PER CNB STD-510-L @ REMOVE AND RECONSTRUCT ASPHALT CONCRETE PAVEMENT. @ REMOVE AND RECONSTRUCT PCC CROSS GUITTR PER CNB STD-185-L TO 1HE NEAREST CONSTRUCTION JOINT. @ REMOVE AND RECONSTRUCT PCC CURB ACCESS RAMP PER CNB STD-181-L-A (CASE E). @ REMOVE AND RECONSTRUCT PCC SIDEWALK PER CNB STD-180-L TO 1HE NEAREST FULL SLAB. @ REMOVE AND RECONSTRUCT PCC DRIVEWAY APPROACH PER CNB STD-163-L @ REMOVE AND RECONSTRUCT IN KIND PRIVATE IMPROVEMENTS. @ REMOVE AND RECONSTRUCT IN KIND PRIVAlE PCC DRIVEWAY. @ REMOVE AND RECONSTRUCT LANDSCAPE IMPROVEMENTS IN KIND. @ REMOVE AND RECONSTRUCT DECORATIVE PCC DRIVEWAY APPROACH PER CNB STD-163-L. @ REMOVE AND RECONSTRUCT PCC CURB ACCESS RAMP PER DETAIL J ON SHEET 1. @ INSTALL 6" x 8" DIP INCREASER (MJ x MJ). EXISTING ,·,ce~ DETAIL E I I ©"1. 3 N.T.S. EXISTING 6" ACP --11--_( EXISTING 6" ACP 6 EXISTING _{EXISTING s· ACP T s' ACP ~-------i-@/ 1 ~ ®'-- DETAIL F N.T.S. DETAIL H N.T.S. I I ©"1. 3 EXISTING 6" ACP DETAIL G N.T.S. 19 REMOVE AND REPLACE VALVE PER DETAIL A ON SHEET 1 .t!Q!E: CJ § 0 " 0 u C C u u 0 ~ REFER TO EXHIBITS LOCAlED Wl1HIN APPENDIX A OF 1HE CONTRACT SPECIFICATIONS FOR ADDITIONAL INFORMATION PERTAINING TO THE REPLACEMENT OF SURFACE IMPROVEMENTS. ~ ;:. C-3643 ~ r-T-"'i _____________ T_"TAIAPlpPiliRoiiivii:Ai""L iiiREECC!liOMWMTfE'NNDiilE'iiD __ "T _______________ .,.:::_:;:.:::,:~-1 § WATER MAIN IMPROVEMENTS i 1---+-+---------J---l----;;;;;pRl;;:;;;NC;;,;IPA"L C;:;;;l'll"L EN;,;:;:G;:;.;IN""'EER,,-1 VALVE REPLACEMENT ; R.C.E. NO. 46214 " _ DATE 9-:so-os PLAN -IRVINE TERRACE VALVES ! ~ C!Vl\. DATE BY DESCRIPTION APP'D. DESIGNED DRA\\111 CITY OF NE W s '° @) REMOVE EXISTING AND INSTALL 6" x 6" DUCTILE IRON lEE (FE x MJ). OF cA\.\~o sc sc WPORT BEACH -301-S f ---------------------------------------------------------------------------------------~==:::::_ __ .J. _______ _:RE~'l1:SIO:N:s _______ 1c:H:ECK:E:D~J;!M~S tDAJ1~0JS2;EP:I,TJ20~oi.~P~U~B~L~IC~W~O~R~K~S!D~E~P~A~R~T~M~E~N~TJ:S~HE:ET~2~0FJ5[]·~ j (;-<';-r, ,,..: ~;:W:f. ~~2il'•, i '': !:"·-~ ,) ' '. f't1:f:;,1r.':' f"'• • f/.' •'" • ~:::( ~ ~t-~ ~ -· 'i' ;, ,, ~ ~ , ~ °' .,,;,r. ,,i<:1 " s,,._ ~, ~,,,_ _,,.. .. STA 10+00.00 BEGIN CONSTRUCT 8" PVC WATERMAIN SEE DETAIL Q ON SHEET 3 .,, ,. -:--,-:· i~~~~itt~l~•';;'· 0 @ © ® ® ® @ @ @ @ @ @ @ @ ® @ @ 15 STA 10+00.00 BEGIN WA TERMAIN. ,~ SEE DE .. ~Y-~· fa EXISTING ,• ACP~-i DETAIL L N. T.S. CONSTRUCTION NOTES EXISTING REMOVE EXISTING AND INSTALL 6-INCH CLASS 150 RW GATE VALVE (MJxMJ) 'MTH VALVE BOX AND RISER PER CNB sm-508-L, sm-510-L, AND sm-511-L 8" PVC~--- REMOVE EXISTING AND INSTALL 8"x6" DUCTILE IRON TEE (MJxFE). REMOVE EXISTING AND INSTALL 8-INCH CLASS 150 RW GATE VALVE (FExMJ) WITH VALVE BOX AND RISER PER CNB sm-soa-L. sm-s10-L. AND sm-s11-L INSTALL 3' MINIMUM PUP OF 6-INCH PVC C-900 (CLASS 150) AND CONNECT 'MTH 6-INHC LONG BODY TRANSlllON COUPLING (PVC vs ACP) TO EXISTING WATER MAIN. CONSTRUCT THRUST BLOCK PER CNB sm-510-L. INSTALL 8" PVC C900 CLASS 200 WATER MAIN. TRENCH BACKFILL AND BEDDING PER DETAIL S ON SHEET 4. INSTALL 6-INCH PVC C900 CLASS 200 WATER MAIN INCLUDING ALL FITTlNGS. TRENCH BACKFILL, BEDDING, AND TRENCH RESURFACING PER DETAIL S ON SHEET 4. INSTALL a· X a· DUCTILE IRON TEE (FE X FE). REMOVE EXISTING 45· BEND AND THRUST BLOCK. REMOVE AND RECONSTRUCT ASPHALT CONCRETE PAVEMENT. INSTALL 6" x 8" DIP INCREASER (MJ x MJ) 31 INSTALL 6" 45' DUCTILE IRON BEND (MJxMJ). EXISTING 33 PROPOSED a• PVC LEXISllNG 8" PVC t--· . ~ DETAIL M N. T.S. 3 PROPOSED a• PVC 6" ACP INSTALL B" 45· DUCTILE IRON BEND (MJxMJ). ~--• /EXISTING ---+----1 (Ix -j -6" ACP CONNECT 'MTH a• LONG BODY TRANSlllON COUPLING TO EXISTING WATER MAIN. REMOVE EXISTING AND INSTALL 6" x 6" DUCTILE IRON TEE (FExMJ). CONNECT WITH 6" LONG BODY TRANSITION COUPLING TO EXISTING WATER MAIN. 33 DETAIL N 1, >, '-. ,·_ -" -· ,.,. Ot "')ND\FIELD C.ll . lltilJNJ!i ELEVA s_c ;iiil ·.,,c,,,_~f I . . ... t, ~ ,,,,,,,,,.,,~,_.,,,,.,..~ l-1. t -&i#I,:;,,,,.,.~. itlit}ll1~~;{sI~li~.-~~ ~,s, ""~'"·"'~"'""T-.~-~-~-~--"~' ,; ...... I T. -~ I rs , j. 11 .,_,.-EXISTING ~~v_JV i 8" PVC ~ PROPOSE~\ ~ 8" PVC 0--1-----1 ~ - EXISTING EXISTING 12 9 34 8" PVC DETAIL P N.T.S. DETAIL Q N.T.S. PROPOSED 6" PVC PROPOSED 6" PVC D qu EXISllNG 8" PVC 6" ACP----... ~-@I ~ • DETAIL R E u X, "" X, v, I 0 0 u 0 ,/ ,.:.r: @ REMOVE EXISTING 90" DIP BEND. N. T.S. N.T.S. C C C Q C C-3643 -~-1~FESS/ REF: TRACT 09676 1· r=,.;-......,.;;.;;;.;..;;:,;;.;..;;..---------,---,==~==---T"-----------=-..:..:....:.:..-10 APPROVAL RECOMMENDED ;'\ WATER MAIN IMPROVEMENTS ~ - ~ crvn .. 0FC DATE BY DESCRIPTION OF REVISIONS APP'D. CHECKED l..-_j_-1---------1--11-00pR1"""Nc""1PAL"C'"'IVl"L EN;;:;;G"'"'INEnER4 MAIN REPLACEMENT ~ R.C.E. NO. 46214 / DATE PLAN -IRVINE TERRACE MAINS £ 1--+-+-------+---t=~~~~--------.--__J":c- DESIGNED SC DRAl'M MGRACIA CITY OF NEWPORT BEACH W-5301-S ~ MS DA~ SEPT 2005 PUBLIC WORKS DEPARTMENT SHEET 3 OF 5 ,?.;, ~ . .,. '.' I • !:# ::J I.JJ ::c ~ 00 ,_~ ~ I.J.J I.J.J 0 C/) 0 + 00 CONSTRUCTION NOTES SCALE 1 "= 40' G) REMOVE EXISTING 8-INCH DIP WATER MAIN, FITTINGS, AND VALVES, AND INSTALL B" PVC C900 CLASS 200 WATER MAIN. 'TRENCH BACKFILL AND BEDDING PER DETAIL M ON SHEET .3. @ RECONNECT EXISTING FIRE HYDRANT TO NEW WATER MAIN. OCEAN ® © ® @ REMOVE EXISTING AND INSTALL 8-INCH CLASS 150 RW GATE VALVE (FExMJ) WITIH VALVE BOX AND RISER PER PER CNB STD-508-L, SID-510-L, AND S10-511-L. INSTALL 2-INCHES WATER METER SERVICE PER CNB S10-50.3-L CONSTRUCT THRUST BLOCK PER CNB sm-510-L. INSTALL 8" X a• DUCTILE IRON TEE (FE x FE). @ RECONNECT TO EXISTING WATER SERVICE. @ REMOVE AND RECONSTRUCT ASPHALT CONCRETE PAVEMENT. @ INSTALL 1-INCH WATER METER SERVICE PER CNB SID-50.3-L OCEAN R/W 4' .... _ .... --:::. -:::. =r L '::.:::._ --:i;i _:-- ·! VISTA VISTA R/W 40 16' <;_ 16' 4' 10' ----______ ._____ ~i=--- ~ -=--=--=--=--=--=----w-~-~\:-w ~~~~~~-;f-~J ~- AC/AB ~ofESSJa . 1 TYPICAL SECTION . NTS ~ CJVl\, OF C,\1..,i: PROPOSED 8" PVC 5 5 SCALE EXISTING 8" ACP DETAIL T N. T.S. e !J 1"= 40' PROPOSED 8" PVC 1. 2. 3. 18" MIN 24" MIN 18" MIN EXISTING BASE / TRENCH WID1H "' 0 (!) ... z ,_ 'i: :::, u !ie 15 c:;!il!c SEE NOlE 6 FOR PAVING THICKNESS (COMPACTION 95% MIN.) TRENCH SHEETING OR SHORING IF USED UNDISTURBED SOIL NOTES DETAILS WATER MAIN TRENCH N.T.S. TRENCH 1'11DTH SHALL BE 0.D.+ 12" MINIMUM, OR 0.0.+ 20" MAXIMUM INCLUDING THICKNESS OF TRENCH SHORING OR SHEETING BACKFILL SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-1.3 EXCEPT 1HAT RELATIVE COMPACTION SHALL BE 90% MINIMUM. WHEN THE MAXIMUM TRENCH WIDlH IS EXCEEDED, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL, DRAWING WITH SUBSTANTIATING ENGINEERING CALCULATIONS FOR lHOSE MODIFICATIONS OF PIPE STRENGTH AND/OR BEDDING WHICH WILL PROVIDE AN IN-PLACE FACTOR OF SAFETY EQUIVALENT TO THAT PROVIDED IN THE CONTRACT. 4. BEDDING SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-1 21 EXCEPT THAT: ' ' ' (A) CLASS 100-E-100 SLURRY MAY BE SUBSTITUTED FOR SHAPED BEDDING AT THE CONTRACTOR'S OPTION ANO SQ£ EXPENSE. (B) HAUNCH BEDDING SHALL BE HANO TAMPED TO 90 % RELATIVE COMPACTION MINIMUM FOR PVC, RPM, HOPE, AND ALL OTHER FLEXIBLE PIPE INSTALLATIONS. WHEREUPON THE REMAINDER OF BEDDING [ABOVE- SPRINGLINE) MAY BE COMPACTED CONCURRENTLY 1'11TH THE BACKFILL. 5. IF PAVEMENT WIDTH OF 5' OR LESS REMAINS BETWEEN THE EDGE OF TRENCH AND THE EDGE OF ROADWAY, THEN THE REMAINING PAVEMENT SHALL BE REMOVED AND REPLACED TO lHE GUffiR. 6. PAVING FOR COAST HIGHWAY SHALL BE 12-INCHES AC OVER 12-INCHES CMB FOR ALL OlHER PAVING REPLACE STRUCTURAL SECTION WITH 4-INCHES AC • OVER 6-INCHES CMB. u "' '-' "' u 0 C u Su C ......-f---r--------,---,APPRO'iiiii"RF~'i:i'ni'n"-r----------C=--.:.:36:..:,4.:::..3 -I~ I APPROVAL RECOMMENDED ~ WATER MAIN IMPROVEMENTS ~, REF: TRACT 09676 l----+--+------------t---l-□pimR1N"'"~~;,;;.t~:i""bVl"L4"tr1;;s;;~N"""EEmR-1 MAIN REPLACEMENT ; DAlE PLAN -OCEAN VISTA ~ t--f-7r-------------+--t~□E~S~IG~N~E0~;;;;;;7FDR~A~WN~;;;;;;;;;;;;➔-:-::::-:-':"::-:"".':::----------.:...~~~~=~--J:: sc MGRACIA CITY OF NEWPORT BEACH ...,_w_-_s_30_1_-s ...... ~ '--------------------------------------------------------------------------------------------------L::.:.L.::.L--~DE;s:;:cR:1P:;:TI;;::oN~oF_:R~E:11s:'.:1o=N:,s __ J.:A:::PP~'o:;_·Lc:::H::Ec~KE::D_J:!MlSJ.:ojAf20JS~EP:lT,lZO~o~s~P'.::U~B~L~l~C~W~O:R~K~S~D~E~P~A~R~T~M~E~N~T~~sH!E~ET~4~0~F~5~J~ DAlE BY • CONSTRUCTION NOTES INSTALL 2-INCH WAlER METER SERv1CE PER CNB STD-503-L. CONS1RUCT TiiRUST BLOCK PER CNB STD-510-L INSTALL 4-INCH PVC C900 CLASS 200 WATER MAIN INCLUDING ALL FITTINGS. AND 1RENCH RESURFACING PER DETAIL W ON SHEET 5. TRENCH BACKFILL, BEDDING @ REMOVE AND RECONSTRUCT PCC SIDEWALK PER CNB ST0-160-L TO THE NEAREST FULL SLAB. @ INSTALL 1-INCH WAlER MElER SERv1CE PER CNB STD-503-L. @ INSTALL 4-INCH 90' DUCTILE IRON BEND (MJxMJ). @ INSTALL 4-INCH 22.5" DUCTILE IRON BEND (MJxMJ). @ INSTALL 3' MINIMUM PUP OF 4-INCH PVC C-900 (CLASS 150) AND CONNECT WITii 4-INCH LONG BODY TRANSITION COUPLING (PVC vs ACP) TO EXISTING WATER MAIN. • \~'-·,._. ~~if;-fr;..; -~ ,:,t:.,~,"')~:-..: r {i~,,Jtiii . ,',\-f;,, :,.~f;.:,. ~11 R/W 5' 5' R/W ' {~4• CIP WATER 0-PROPOSED 4' PVC WATER@ PRIVATE UTILITIES r ', . \,_ _.,-6 VCP SEWER TYPICAL SECTION NTS II II II II II II EXISTING I II • I II EXISTING CURB AND GUTlER 4 GIP I 11 ~-t--~~--@/ I II 34 I II I II I II I II I II I II I II I II PROPOSED 4" PVC EXISTING / BLOCK WALL ~I I I I f---l I I L.J 4" CIP I I I I L EXISllNG ---f-~-------------------1 I r7 I I ..., I I f---l '<o I I I I L.J 4' DETAIL V N. T.S. 9 29 y\lPFESS t'· CIVIL 0.FcAL~Cl 1. 2. 3. 4. EXISllNG BASE '// BACKFILL BEDDING TRENCH SHEEllNG OR SHORING IF USED UNDISTURBED SOIL 24" MIN _l REPLACE PAVEMENT SECTION WITIH 3" AC ON NAllVE (COMPACllON 95% MIN.) 6" MIN DETAILW WATER MAIN TRENCH N.T.S. NOTES TRENCH WlDTIH SHALL BE O.D.+ 12" MINIMUM, OR 0.0.+ 20" MAXIMUM INCLUDING THICKNESS OF TRENCH SHORING OR SHEETING BACKFILL SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-1.3 EXCEPT 11-IAT RELATIVE COMPACllON SHALL BE 90% MINIMUM. WHEN TIHE MAXIMUM TRENCH WlDTIH IS EXCEEDED, TIHE cetlTRACTOR SHALL SUBMIT TO TIHE ENGINEER FOR APPROVAL, DRAWlNG WITIH SUBSTANTIAllNG ENGINEERING CALCULATIONS FOR TIHOSE MODIFICATIONS OF PIPE S1RENGTIH AND/OR BEDDING WHICH WILL PROVIDE AN IN-PLACE FACTOR OF SAFETY EQUfVALENT TO 11-IAT PROVIDED IN THE CONlRACT. BEDDING SHALL BE PER STANDARD SPECIFICATIONS SECTION 3D6-1.2.1, EXCEPT TIHA T: (A) CLASS 100-E-100 SLURRY MAY BE SUBSTITUTED FOR SHAPED BEDDING AT TIHE CONTRACTOR'S OPTION AND SOLE EXPENSE. (B) HAUNCH BEDDING SHALL BE HAND TAMPED TO 90 % RELAllVE COMPACTION MINIMUM FOR PVC, RPM, HOPE, AND ALL OTIHER FLEXIBLE PIPE INSTALLATIONS. WHEREUPON THE REMAINDER OF BEDDING (ABOVE- SPRINGUNE) MAY BE COMPACTED CONCURRENTLY WlllH TIHE BACKFILL SCALE 1"= 20' co s -0 .n 0 ' 0 dJ 0 0 u 0 --:J § u C C-3643 J REF: TRACT 09676 _.;;;;.;.,_,,.;;..;.;;..;...,;.;.;... _____________ ..,.. __ l"AP=P~R~OV~AL::--:R,;:,E;:C~OM-::M-::EN=DED=--"T-----------------------13 WATER MAIN IMPROVEMENTS ~ PRINCIPAL CIVIL ENGINEER R.C.E. NO. 46214 MAIN REPLACEMENT "~ -✓ PLAN -ORANGE STREET ,;; 1---1----t------------+-tDA~TE~~;;;;;;;~=;;;;;;;;;;;;;;+-----------r--,------1;:> er DATE BY DESCRIPTION OF REV1SIONS DESIGNED sc DRAWN MGRACIA CITY OF NEWPORT BEACH W-5301-S ~ L--------------------------------------------------------------------------------------------..i..-----------------·AP-P-'D_. ·C-HE_CK_E_ 0 __ s_0A_~_s_E_PT_2_oo_s_P_u_B_L_1_cw_o_R_K_s_□_E_PA __ RT_M_E_NT__.:s-H_E-E:T:5::0F:::s::~ GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUClED IN ACCORDANCE TO THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION," 2004 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE crrYs STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACTS SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHO°M'I AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD AT THE BEGINNING OF CONSTRUCTION. 3. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS DEPARTMENT 48 HOURS IN ADVANCE OF PERFORUING ANY WORK AT (949) 644-3311. 4. THE WALLS AND FACE OF ALL EXCAVATIONS GREAlER THAN FIVE FEET IN DEPTH SHALL BE GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND, OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN FIVE FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAUINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT UAY BE EXl'ECTED. 5. THE CQNSTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORU EXCAVATIONS OR TRENCH WORK AS DESCRIBED IN NOTE 4 ABOVE FROM CAL-OSHA. 6. ALL WATER PIPE SHALL BE BEDDED PER CNB STD-106-L, AND ALL SAND USED FOR BEDDING SHALL BE MINIMUM 30 S.E. 7. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN ADVANCE OF SHUTTING OFF ANY FIRE HYDRANTS OR ANY LANE CLOSURES AT (949) 644-3106. 8. ALL FLANGE JOINTS SHALL BE JOINED USING UTILIZING TYPE 316 STAINLESS STEEL NUTS, WASHERS, AND BOLTS. GASKETS SHALL BE FULL FACED, CLOTH REINFORCED BUNA-N RUBBER. 9. ALL MECHANICAL JOINTS SHALL BE INSTALLED WITH RETAINER GLANDS. 10. THE CONTRACTOR SHAUL VERIFY DEPTH AND LOCATION OF ALL CONNECTION POINTS PRIOR TO START OF CONSTRUCTION. 11. ALL WATER MAIN FITTINGS SHALL BE MECHANICAL JOINT DUCTILE IRON (CL 52 UIN) UNLESS OTHERWISE SPECIFIED. ALL WATER MAIN FITTINGS SHALL HAVE AN 8 MIL LOOSE POLYETHYLENE ENCASEMENT PER SECTION 207-9.2.6 OF THE STANDARD SPECIFICATION. POLYETHYLENE SHALL BE TIGHTLY WRAPPED AND TAPED TO PIPE WITH 10 I.Ill VINLY TAPE. 12. WATER MAINS SHALL HAVE A MINIMUU OF 36" OF COVER FROU THE FINISHED SURFACE. 13. FLEX AND TRANSITION COUPLINGS USED TO JOIN PIPE IN WATER UAIN CONSTRUCTION SHALL HAVE ALL THREADED PARTS AND JOINING HARDWARE FABRICATED FROU TYPE 316 STAINLESS STEEL. 14. PIPE HARNESS ASSEMBLIES, VALVES, FITTING RESTRAINTS, AND SHACKLE-CILAMP ASSEMBLIES SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL All THREADED ROD, NUTS, BOLTS, AND WASHERS. CLAMPS, SHACKLES, AND OTHER HARDWARE MAY BE CARBON STEELS OR DUCTILE IRON WHERE APPROPRIA lE, BUT MUST BE COATED LIBERALLY WITH CORROSION PROlECTIVE MASTIC COMPOUND. 15. BOLTED CONNECTORS FABRICAlED FROM TYPE 316 STAINLESS SlEEL SHALL HAVE ALL THREADED PARTS COATED LJBERALL Y WITH AN APPROVED ANTI-SEIZE COMPOUND. 16. All BOLlED AND THREADED FASTENERS SHALL BE UANUFACTURED IN THE UNllED STAlES OF AUERICA AND SHALL CONFORU TO THE MINIMUM REQUIREUENTS FOR STRENGTH, MAlERIAL CONSTRUCTION, AND DIMENSION AS ESTABLISHED BY THE ASlM AND THE ANSI SPECIFICATIONS. All FASTENERS SHALL BE ACCOMPANIED BY WRITTEN CERTIFICATION FROM THE MANUFACTURER. 17. WATER LINE DISTANCES SHOWN ON THE PLAN AND IN THE ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES. 18. THE CONTRACTOR SHALL INSTALL ON NEW PVC WATER MAIN A 10 GAUGE INSULATED TRACING WIRE PER INSTRUCTIONS FOR UTILITIES REPRESENTATIVE LOREN LOVE (949.718.3410). 19. REFER TO EXHIBITS LOCATED WITHIN APPENDIX A OF THE CONTRACT SPECIFICATIONS FOR ADDITIONAL INFORUATION PERTAINING TO THE REPLACEMENT OF SURFACE IMPROVEMENTS. 20. ALL Ar:I' PIPE REMOVED FROM THE PROJECT SHALL BE DELIVERED TO THE CITY UTILITY YARD. CONSTUCTION NOTES 0 REMOVE EXISTING 8-INCH DIP WATER MAIN, FITTINGS, AND VALVES, AND INSTALL 8-INCH PVC C900 CLASS 200 WAlER MAIN. TRENCH BACKFILL AND BEDDING PER DETAIL S ON SHEET 4. 0 RECONNECT EXISTING FIRE HYDRANT TO NEW WATER MAIN. @ REMOVE EXISTING AND INSTALL 6-INCH CLASS 150 RW GATE VALVE (MJxMJ) WITH VALVE BOX AND RISER PER CNB STD-508-L, STD-510-L, AND STD-511-L. 0 REMOVE EXISTING AND INSTALL 8"x6" DUCTILE IRON TEE (MJxFE). ® REMOVE EXISTING AND INSTALL 8-INCH CLASS 150 RW GATE VALVf. (FExMJ) WITH VALVE BOX AND RISER PER CNB STD-508-L, STD-510-L, AND STD-511-L. © INSTALL 3-FOOT MINIMUM PUP OF 6-INCH PVC C-900 (CLASS 150) AND CONNECT WITH 6-INHC LONG BODY TRANSITION COUPLING (PVC vs ACP) TO EXISTING WATER IAAIN. 0 INSTALL 3-FOOT MINIUUM PUP OF 8-INCH PVC C-900 (CLASS 150) AND CONNECT WITH 8-INCH LONG BODY TRANSITION (PVC vs ACP) TO EXISTING WA lER MAIN. @ INSTALL 2-INCH WAlER MElER SERVICE PER CNB STD-503-L. ® CONSTRUCT THRUST BLOCK PER CNB STD-510-L. @ INSTALL 8-INCH PVC C900 CLASS 200 WATER MAIN. TRENCH BACKFILL AND BEDDING PER DETAIL S ON SHEET 4. @ INSTALL 6-INCH PVC C900 CLASS 200 WATER MAIN INCLUDING ALL FITTINGS. TRENCH BACKFILl., BEDDING AND TRENCH RESURFACING PER DETAIL S ON SHEET 4. • @ INSTALL 8" X 8" DUCTILE IRON lEE (FE x FE). @ RECONNECT TO EXISTING WATER SERVICE. @ REMOVE EXISTING 45' BEND AND THRUST BLOCK. @ REMOVE AND RECONSTRUCT ASPHALT CONCRElE PAVEMENT. @ REMOVE AND RECONSTRUCT PCC CROSS GUTTER PER CNB STD-185-L TO THE NEAREST CONSTRUCTION JOINT. @ REMOVE AND RECONSTRUCT PCC CURB ACCESS RAMP PER CNB STD-181-L-A (CASE E). @ REMOVE AND RECONSTRUCT PCC SIDEWALK PER CNB STD-180-L TO THE NEAREST FULL SLAB. @ REMOVE AND RECONSTRUCT PCC DRIVEWAY APPROACH PER CNB STD-163-L. @ REMOVE AND RECONSTRUCT IN KIND PRIVATE IMPROVEMENTS. @ REMOVE AND RECONSTRUCT IN KIND PRIVATE PCC DRIVEWAY. @ REMOVE AND RECONSTRUCT LANDSCAPE IMPROVEMENTS IN KIND. @ REMOVE AND RECONSTRUCT DECORATIVE PCC DRIVEWAY APPROACH PER CNB STD-163-L. @ REMOVE AND RECONSTRUCT PCC CURB ACCESS RAMP PER DETAIL J ON SHEET 1. @ INSTALL 6' x 8' DIP INCREASER (MJ x MJ) @ INSTALL 1-INCH WATER MElER SERVICE PER CNB STD-502-L. @ INSTALL 6-INCH 45' DUCTILE IRON BEND (MJxMJ). @ NOTE NOT USED. @ NOTE NOT USED. @ INSTALL 8-INCH 45' DUCTILE IRON BEND (MJxMJ). @ CONNECT WITH 8-INCH LONG BODY TRANSITION COUPLING TO EXISTING WATER UAIN. @ REMOVE EXISTING AND INSTALL 6" x 6" DUCTILE IRON TEE (FExMJ). @ CONNECT WITH 6-INCH LONG BODY TRANSITION COUPLING TO EXISTING WATER UAIN. ® REMOVE EXISITING 90' DIP BEND. CITY OF COSTA MESA ~ CD VICTORIA ST "" 0 CD " "" < :I: PUBLIC WORKS DEPARTMENT WATER MASTER PLAN IMPROVEMENTS IRVINE TERRACE WATER VALVE, OCEAN VISTA AND ORANGE STREET WATER MAIN REPLACEMENT ORANGE STREET I I ©'1. APPROVED: APPROVED: EXISTING 6" ACP EXISTING 6 LE~ISTING r~ T 6~ ~l~l---..1.-------- DETAIL B N.T.S. EMERGENCY TELEPHONE NUMBERS AGENCY TELEPHONE C-3643 F PUBLIC WORKS R.C.E. NO. 36106 EE .C.E. NO. 24967 APPROVAL RECOMMENDED APPROVAL RECOMMENDED SOUTHERN CALIFORNIA GAp COMPANY 1-800-624-8153 SOUTHERN CALIFORNIA EDISON COMPANY 1-800-611-1911 DAlE: DAlE: PACIFIC TELEPHONE COMPANY 611 &attz: ~J..o,.JJY\ ~O'ML CITY OF NEIW'ORT BEACH ;(UTILITIES DEPT.) 949-644-3011 71.ol-962-2411 'l~fESSI ~?. c~ ~ 0- fj.... ~ I I;; ..: . 65081 PROJECT LOCATIONS -- PAc1Ftc -.,'" VICINITY MAP NOT TO SCALE ABBREVIATIONS SYMBOL LEGEND Ar:I' ASBESTOS CEMENT PIPE 'tf FIRE HYDRANT CIP CAST IRON PIPE ----0--VALVE DIP DUCTILE IRON PIPE - ---PROPERTY LINE FE FLANGED END -·· --S--·-SEWER LINE MJ MECHANICAL JOINT PVC POLYVINYL CHLORINE (PIPE) ----W----WATER LINE RW RIGHT OF WA 'f EXISTING 6" ACP--...,. ~-,-J 6LEXISTING 6" Ar:I' 0----11--- DETAIL A N. T.S. SHEET INDEX SHEET NUMBER DESCRIPTION 1 llTlLE SHEET 2 PLAN SHEET - IRVINE TERRACE VAL \/ES 3 PLAN SHEET - IR\IINE TERRACE MAINS 4 PLAN SHEET - OCEAN VISTA 5 PLAN SHEET - ORANGE STREET _.,....-EXISTING r 6" ACP I I I I I CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG EXISTING I /E~ISTING ··"'';i)1~1 ~1~1-_/_ 6 "' 8.33% MAX. AT CURB (TYP) VARIES DETAIL C N. T.S. GROOVING (TYP) VARIABLE HEIGHT RETAINING CURB (O" TO 6") o" c.f. _.,....,_, f' '---EXISTING .,. SIDEWALK (TYP)---..... ~ • 0 8.33% MAX. AT CURB (TYP) DETAIL J -CURB ACCESS RAMP N.T.S. WATER MAIN MASTER PLAN IMPROVEMENT c 0 :(l o u CII/IL ENGINEER NO. 46124 0 0 ~-IRVINE TERRACE, OCEAN VISTA, & ORANGE ST. 0 1l TITLE SHEET ~ DATE \o -!> • o S 1---1----1--------------+-----:--+.:;.::.;;;;;;;;;;;;;;;;;;;;;~;;;;==+-----------------~~~~~-1~ APP'D. DESIGNED sc DR"'lfl sc CITY OF NEWPORT BEACH w-5301 .s ,;:, COUNTY SANITATION DIS'JRICTS UTILITIES DIRECTOR TRANSPORTATl<lll & DEVELOPMENT SERI/ICES . 09-30-07 ADELPHIA CABLE 949-542-6222 MANAGER R.C.E. NO. 22045 □ATE UNDERGROUND SERI/ICE ALERT 1-800-422-4133 CJvn, BY DESCRIPTION t--~-~---1!, DATE PUBUCWORKSDEPARTMENT SHEET 1 fF 5 ~ L------------------------------------J.. _____________________ J..!~~~;;;;;;;;;;;;;;;;;;;;;;;;;;;;.,l,!!~;;;:;;!;;;;;!:!;;;;:~=;;;!==;;..L_...::::;;;~~:::..--L-------..:==-------.J.---~.I...J~OWSEP!!::JT:.J2~L--...!~:::!:~=~~=~:::.... __ ...J~:,;..:...:..~...Jc: DA'TE / ,9 -,r -e:> _r DATE Dl'CJJ; REVISIONS CHECKED GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE TO . THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION," 2004 EDITION AND SUPPLEMENTS TO DA TE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRAcrs SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE AClUAL LOCATION AND ELEVATION IN THE FIELD AT THE BEGINNING OF CONSTRUCTION. 3. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS DEPARTMENT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK AT (949) 644-3311. 4. THE WALLS AND FACE OF ALL EXCAVATIONS GREATER THAN FIVE FEET IN DEPTH SHALL BE GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND, OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN FIVE FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECIT:D. 5. THE CONSTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATIONS OR TRENCH WORK AS DESCRIBED IN NOTE 4 ABOVE FROM CAL-OSHA. 6. ALL WATER PIPE SHALL BE BEDDED PER CNB STD-106-L, AND ALL SAND USED FOR BEDDING SHALL BE MINIMUM 30 S.E. 7. TlHE CONTRACTOR SHALL NOTIFY TlHE FIRE DEPARTMENT 48 HOURS IN ADVANCE OF SHUTTING OFF ANY FIRE HYDRANTS OR ANY LANE CLOSURES AT (949) 644-3106. 8. ALL FLANGE JOINTS SHALL BE JOINED USING UTILIZING TYPE 316 STAINLESS STEEL NUTS, WASHERS, AND BOLTS. GASKETS SHALL BE FULL FACED, CLOTH REINFORCED BUNA-N RUBBER. 9. ALL MECHANICAL JOINTS SHALL BE INSTALLED WITH RETAINER GLANDS. 10. THE CONTRACTOR SHALL VERIFY DEPTH AND LOCATION OF ALL CONNECTION POINTS PRIOR TO START OF CONSTRUCTION. 11. ALL WATER MAIN FITTINGS SHALL BE MECHANICAL JOINT DUCTILE IRON (CL 52 MIN) UNLESS OTHERWISE SPECIFIED. ALL WATER MAIN FITTINGS SHALL HAVE AN 8 MIL LOOSE POLYETHYLENE ENCASEIAENT PER SECTION 207-9.2.6 OF THE STANDARD SPECIFICATION. POLYETHYLENE SHALL BE TIGHTLY WRAPPED AND TAPED TO PIPE WITH 10 MIL VINLY TAPE. 12. WATER MAINS SHALL HAVE A MINIMUM OF 36" OF CCVER FROM THE FINISHED SURFACE. 13. FLEX AND TRANSITION COUPLINGS USED TO JOIN PIPE IN WATER MAIN CONSTRUCTION SHALL HAVE ALL THREADED PARTS AND JOINING HARDWARE FABRICATED FROM TYPE 316 STAINLESS STEEL. 14. PIPE HARNESS ASSEMBLIES, VALVES, FITTING RESTRAINTS, AND SHACKLE-CLAMP ASSEMBLIES SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL ALL THREADED ROD, NUTS, BOLTS, AND WASHERS. CLAMPS, SHACKLES, AND OTHER HARDWARE MAY BE CARBON STEELS OR DUCTILE IRON WHERE APPROPRIATE, BUT MUST BE COATED LIBERALLY WITIH CORROSION PROTECTIVE MASTIC COMPOUND. 15. BOLTED CONNECTORS FABRICATED FROM TYPE 316 STAINLESS STEEL SHALL HAVE ALL THREADED PARTS COATED LIBERALLY WITH AN APPROVED ANTI-SEIZE COMPOUND. 16. ALL BOLTED Ai'ID THREADED FASTENERS SHALL BE MANUFAClURED IN THE UNITED STATES OF AMERICA AND SHALL CONFORM TO THE MINIMUM REQUIREMENTS FOR STRENGTH, MATERIAL CONSTRUCTION, AND DIMENSION AS ESTABLISHED BY TlHE ASTM AND THE ANSI SPECIFICATIONS. ALL FASTENERS SHALL BE ACCOMPANIED BY WRITTEN CERTIFICATION FROM THE MANUFACTURER. 17. WATER LINE DISTANCES SHOWN ON THE PLAN AND IN THE ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES. 18. THE CONTRACTOR SHALL INSTALL ON NEW PVC WATER MAIN A 10 GAUGE INSULATED TRACING WIRE PER INSTRUCTIONS FOR UTILITIES REPRESENTATIVE LOREN LOVE (949.718.3410). 19. REFER TO EXHIBITS LOCATED WITHIN APPENDIX A OF TlHE CONTRACT SPECIFICATIONS FOR ADDITIONAL INFORMATION PERTAINING TO THE REPLACEMENT OF SURFACE IMPROVEMENTS. 20. ALL ACP PIPE REMOVED FROM THE PROJECT SHALL BE DELIVERED TO THE CITY UTILITY YARD. CONSTRUCTION NOTES G) REMOVE EXISTING 8-INCH DIP WATER MAIN, FITTINGS, AND VALVES, AND INSTALL 8-INCH PVC C900 CLASS 200 WATER MAIN. TRENCH BACKFILL AND BEDDING PER DETAIL S ON SHEET 4. 0 RECONNECT EXISTING FIRE HYDRANT TO NEW WATER MAIN. @ REMOVE EXISTING AND INSTALL 6-INCH CLASS 150 RW GATE VALVE (MJxMJ) WITH VALVE BOX AND RISER PER CNB STD-508-L, STD-510-L, AND SID-511-L. • © REMOVE EXISTING AND INSTALL a·xs· DUCTILE IRON TEE (MJxFE). @ REMOVE EXISTING AND INSTALL 8-INCH CLASS 150 RW GATE VALVE (FExMJ) WITH VALVE BOX AND RISER PER CNB STD-508-L, STD-510-L, AND STD-511-L. ® INSTALL 3-FOOT MINIMUM PUP OF 6-INCH PVC C-900 (CLASS 150) AND CONNECT WITH 6-INHC LONG BODY TRANSITION COUPLING (PVC vs ACP) TO EXISTING WATER MAIN. 0 INSTALL 3-FOOT MINIMUM PUP OF 8-INCH PVC C-900 (CLASS 150) AND CONNECT WITH 8-INCH LONG BODY TRANSITION (PVC vs ACP) TO EXISTING WATER MAIN. ® INSTALL 2-INCH WATER METER SERVICE PER CNB STD-503-L. ® CONSTRUCT THRUST BLOCK PER CNB STD-510-L. @ INSTALL 8-INCH PVC C900 CLASS 200 WATER MAIN. TRENCH BACKFILL AND BEDDING PER DETAIL S ON SHEET 4. @ INSTALL 6-INCH PVC C900 CLASS 200 WATER MAIN INCLUDING ALL FITTINGS. TRENCH BACKFILL, BEDDING AND TRENCH RESURFACING PER DETAIL S ON SHEET 4. @ INSTALL a· X 8" DUCTILE IRON TEE (FE X FE). @ RECONNECT TO EXISTING WATER SERVICE. @ REMOVE EXISTING 45' BEND AND THRUST BLOCK. @ REMOVE AND RECONSTRUCT ASPHALT CONCRETE PAVEMENT. @ REMOVE AND RECONSTRUCT PCC CROSS GUTTER PER CNB STD-185-L TO THE NEAREST CONSTRUCTION JOINT. @ REMOVE AND RECONSTRUCT PCC CURB ACCESS RAMP PER CNB STD-181-L-A (CASE E). @ REMOVE AND RECONSTRUCT PCC SIDEWALK PER CNB STD-180-L TO THE NEAREST FULL SLAB. @ REMOVE AND RECONSTRUCT PCC DRIVEWAY APPROACH PER CNB STD-163-L. @ REMOVE AND RECONSTRUCT IN KIND PRIVATE IMPROVEMENTS. @ REMOVE AND RECONSTRUCT IN KIND PRIVATE PCC DRIVEWAY. @ REMOVE AND RECONSTRUCT LANDSCAPE IMPROVEMENTS IN KIND. @ REMOVE AND RECONSTRUCT DECORATIVE PCC DRIVEWAY APPROACH PER CNB STD-163-L. (§} REMOVE AND RECONSTRUCT PCC CURB ACCESS RAMP PER DETAIL J ON SHEET 1. @ INSTALL 6" x 8" DIP INCREASER (MJ x MJ) @ INSTALL 1-li'ICH WATER METER SERVICE PER CNB SID-502-L. @ INSTALL 6-INCH 45' DUCTILE IRON BEND (MJxMJ). @ NOTE NOT USED. @ NOTE NOT USED. ® INSTALL 8-INCH 45" DUCTILE IRON BEND (IAJxMJ). @ CONNECT WITH 8-INCH LONG BODY TRANSITION COUPLING TO EXISTING WATER MAIN. @ REMOVE EXISTING AND INSTALL 6" x 6" DUCTILE IRON TEE (FExMJ). @ CONNECT WITH 6-INCH LONG BODY TRANSITION COUPLING TO EXISTING WATER MAIN. @ REMOVE EXISITING 90' DIP BEND. CITY OF COSTA MESA VICTORIA ST ND SCALE PU~LIC WORKS DEPARTMENT W TER MASTER PLAN IMPROVEMENTS IRVINE TERRACE WATER VALVE, OCEAN ! WISTA AND ORANGE STREET WATER I I ©rJ_ APPROVED: APPROVED: EXISTING 6" ACP MAIN REPLACEMENT C-3643 DATE: DIRECTOR OF PUBLIC WORKS R.C.E. NO. 36106 DATE: CITY ENGINEER R.C.E. NO. 24967 • 6 I EXISTING • I _{_~!STING s· ACP : T 6 ACP ~-Jl~~i-~---------~ 3 ' 6 ' DETAIL B N.T.S. EMERGENCY TEr:LEPHONE NUMBERS AGENCY TELEPHONE SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISOl,j COMPANY PACIFIC TELEPHONE COMPANY! 1-800-624-8153 1-800-611-1911 611 RECORD DRAWINGS These Record Drawings have been pnpared based on information submitted, in part, by others. Vttiile this information is believed to be relloble, City of Newport Beach is not responsible for its accuracy, nor fa errors a omissions v.t,ich may have been incorporated into these plans as a result APPROVAL RECOMMENDED APPROVAL RECOMMENDED PROJECT LOCATIONS VICINITY MAP NOT TO SCALE ABBREVIATIONS ACP ASBESTOS CEMENT PIPE CtP CAST IRON PIPE DIP DUCTILE IRON PIPE FE FLANGED END MJ MECHANICAL JOINT PVC POLYVINYL CHLORINE (PIPE) RW RIGHT OF WAY SYMBOL LEGEND ti' FIRE HYDRANT ----©--VALVE - - - -PROPERTY LINE ----S----SEWER LINE ----W---·-WATER LINE SHEET INDEX SHEET NUMBER DESCRIPTION 1 TITLE SHEET 2 PLAN SHEET - IRVINE TERRACE VALVES 3 PLAN SHEET - IR\IINE TERRACE MAINS 4 PLAN SHEET - OCEAN VISTA 5 PLAN SHEET - ORANGE STREET CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG DETAIL A .,....--EXISTING 1 6" ACP 8.33% MAX. AT CURB (TYP) VARIES o· c.f. _...,._, ,r, ....: c.j • 0 N.T.S. I I I I I EXISTING I /E~ISTING ,. '"~ 1@1ci;} I -1;J '@1ci;) ~-.L , '" DETAIL C N. T.S. GROOVING (TYP) VARIABLE HEIGHT RETAINll'IG CURB (O" TO 6") 1' '-..__... EXISTING SIDEWAU< (TYP)------... 8.33% MAX. AT CURB (TYP) C _g D E 0 ro ~ 0 DETAIL J -CURB ACCESS RAMP N.T.S. APPROVAL RECOMMENDED PRINCIPAL CIVIL ENGINEER R.C.E. NO. 46124 e " C WATER MAIN MASTER PLAN IMPROVEMENT ! ~ ,-, IRVINE TERRACE, OCEAN VISTA, & ORANGE ST. ~ ~ CITY OF NEWPORT BEACH (UTILITIES DEPT.) COUNTY SANITATION DISTRICTS ADELPHIA CABLE UNDERGROUND SERVICE ALERT 949-644-3011 714-962-2411 949-542-6222 1-800-422-4133 UTILITIES DIRECTOR TRANSPORTATION & DEVELOPMENT SERVICES MANAGER R.C.E. NO. 22045 No. 66081 MS f AS BUILT DATE • 09-30-0 l-:-----::::-+..:::.::_~~::::::=..:...:....:..:..::__ _______ +=c+.==.==~~==;;J.----------------"T"~~~~~-1 TITLE SHEET j CIVIL DATE BY DESCRIPTION APP'D. DESIGNED sc DRAvn-1 sc CITY OF NEWPORT BEACH W-5301-S ~ _____________________________________ .J.... _________ .,.... __________ ...Ji.!;DA~lE;..;=========;;..J~DA~TE~:::;;;:::;;;:::;;;:::;;;:::;;;====;;..JL..._...:;;;OF'~CA1.,~;;;:: __ ;L-_-::::::_-:::::::.:R:E-V1:S1:,:0N:;-s::_-::::::_-:::::j..:,c"""'H..:E:a<:E==o-::;u;sJ::0ccAjJ°io~s-E~PI,T~2"'00'----I ____ P_u_s_L_Ic_w_o_RK_s_o_EP_AR_TM_E_N_T ___ _.SH_EE_T_1_0_F_5_5 .. L<L:~·1 lt~G AC!"~ [X!S. T:i\lG r;'' /l(~P r·xt~·,·1~.ic~ ?/ ACP CC)NSTRLJc.1·10N NO®fES SH><.i!G~·L .. f!/•JD :2l)-· 51l • ,,. B-·\N;;H Cl AS~.· ·:fl1 RW (A.!"L" 1/t;r vf·· (FFxMJ} \¼':TH VA! 'Jr· BOi ST1,\-· r, ANO S fD~· 51 \ ·~ 1 ... n rN:~T/1.U j' M!N!M;JM n;p OF h· IN{)/ ~Y•;(: C-·900 (C.f\S'..:: [ f\Nl.: COAthJCT Vid\1 6~NCH lDNG 80fYY lHN0SIT\Gt-.; COi.lPUNC (PVC '.rs .«CF) TO CX!';l rp¾)G 1NAT~H \V\Hv, 1N'3-'.ALL Y M:NJMUM (:1(.f" (Jr iN/.'.H PVC <>·900 (L .. A:3::; ·tr:AJ) .'\NU U:Y,;NECl L,ONtJ UUDY l(;;APi'.) Hrnx ',:tJUFUNG (;.1vc v-s At'P) !O [-J(tS i!NG WP, i~:r:r :ljfa.:N. (:~;¾} COllf)JRJcr IHHt1~;/ hLU(>< ?fJ< C:M:1 ~)H)--->~O--·l, '" / /)>-\ '! '·-' (~;:9· '' ,, ,., lj;) \'. .,, '• .,· (fj) f~i}vJ:Y-vf ~·xi:~,riN(~ AN[) !N'.Jii\U C' \ 6'' 'H;CHt t !H(W --rr:--iyc r. LLl). So,./ N.T. f Yl:·'.lt~~(~ 0·' fi(.f' Rf~(:ORD l)RAVViNGS r.w-se 1,;t,,,,,,_:otd t.lf{i\vh,;_;s t•a\!8 t;i(t:~1 pn:ipon:d riu:~:(·1.1 ,>n tnlorinot1vn ::-.it>1rnl!.~iJ, in ~d, b-y cltiers. \tlfr'(, this infonnotlor, lf: heih~1,'0(.\ to b,::~ rnH~1bh;, CHy qt bkj,Wfsorl famd1 is rn.Jt foi lls ncc!lfut:y~ wt kx U!TXR ur i:)" riiF.:iiu1s t"W1ld1 11--:\.1y (-;qv0 (1t101: Jpz.;,.:q::z1futed if1tQ ihe!:k plorn.:: ot: u rnt-:l,M., ' ' ' . ,:,t.~/ ,,,-,t},:i::,TtNC :-1 ACP Jfl)AUV[ f¾MQJ\LE'.J • H·H Dl:. INL ,, ON ,. t~[Jl}I fO LX~·i18rf::. l..OCAED !MfOf,'.MAT!ON PlkTAIMINC 1U \;L\ ~-.,, C- Cl () fz;' j m (). f ... f.l:' 0 !l~ l 'N!THiN APP[NDl:Y /:1 or· Tll[ CUNTf(/•Gf SPECJHCAT!ONS 1111:. f,IYLACEMI, N' ::,r. ';iJRf ACI:. IMVi((l\/EMtN rs. .. l"()f,; AlJl;i llur,AI. PRINCIPAL CML ENGINE[[( R.C E. MO. (62~4 DRAwt.'. \lVATER MAIN IMPROVEMENTS VALVE REPLAt~EMENl"' PLAN -IRVINE TERRA.CE VALVES CITY OF NEWPORT BEACH PUBUG WORKS Of:PAftTMENT oc I~ ... "' 4 ~ ... "" .. ~ ,: - .. •:··T· .. ,, ,', ' .,, , ' r ' . ' • ·-,~•-~~· "" .. . . .,.:~i~,, ,,,, •~"'" , . ''""''"'""•·'--,,,~.,..,.,,, RECOR[) l)RA.Wlt•J R(~C,Yd ~!u·iw:r;9s IK1'1i"1 been µr, .. ,y.1red bv;,;1,:d er~ ·nknnubw !it,li;, informd:ibll 1$ ~iew,d tn c,,. ,,ikDI~. REMOVE EXt>, i1,;: 1✓r1J. nox J.:\lD (:~) REMOVt [Xr'.:: ·:N;·· s·m~--SOB·-i '.; (l 1 • ' ,, n !l l'. H ["1;/'.ft 1rt<..fD(f\itbi ! I [Y,[i"TlMG 6'' ,'\CP- / I i !,• , .t.: .. 6 :'liCl1 Ci./,:c'·; 15() RW r,, :[ VA1,1, (M,:XM,1) NTi> -'; I-·:·!'( t;\lfl · D ·-~/,li1 l . >>ff) '.YI{)· L AMD STD · ~i-! 1 ·! , I\.·: i f\Lt UU( lkL li·\)N ft L (M,JxH:.), LX!St;N(·~ r( /;,VG. 6 !NSf/lU. Y :\1il"<.a(f.:1, ,'I, !X\ :·j, 15. 45,C.4 PVC (; "HOO NSS I :J!) 1\ND CO:NNf:TT WlTH () -!NHC '. flNC RODY lH/i>\:~:rno;v ' 'SA/BRINA. TERRACE C:OUP! :111t,; (r' '/C'. (g°'\l COi'~ST:'<\)C 1rl~'.::·· . ,, ,,,,,, (io) iNS !MI g' ·--~' lNSTf\Lf. h:;>i TRFNCH BM,:,; f :l . (1/4) RF UUVF (X1'., :'!/'11( ,,, (f~ !f\;'<!hU fj" Ft/' <f2) H\/~J t ;11 f Vi" : I' CONNECT '!!fti1 1: • r ! ''l rx1c,TN!: WXffP lJ,lt\i. ,:/.;1·,,1 CIJ1 ;·,(t) W;\}[R M/V\<J !NCtUC'.!NG Alt FlTT1N1:)'.\. 1:1· A ?l•n /'Hf:"Nt:H HfSl 1\UW_~ Fff~ DFTt\H S f:N ,:,HrTT 4. P~OPO\i\Gl f·VC ''T• I i ' ) 1 li:\11 ff:( AM!! 1{" ---~""'ff---~v PR-hC!h\,L 0\-t Fl(!STlNG cxisrN;.; 6" ACP f< CL N(;i ,fGZl•t DETAIL. P DETAIL. Q J 1---'1~~·· • ' ./1 r\ / \,:-:t' [JETAIL R llNC I ,·P/IOPO'.;t'L h'" P\iC • f'Xl\o ;·ING AGP WATER MAIN IMPROVEME.N'TS M.AIN REPLA(;EMEN'T PLAN· iRVlNE TERRACE MAINS .. OCEAN i NOi I OCEAN VIS"f A 'J\!A c .. 3543 WATER MAIN IMPRC1VEMENTS MAIN REPLACEMENT F,i _i,N .. n(·,_,::AN v·1°·"l"A h,,il'''\ ,,_,, ;.,,. r:,. , , ,:J · , 1Al .. .f_, .. ,Q, .. '-" ,f \! ,,J s.) \.'"J 4 5 FERN ' f -227- 'I I /) I I/It~ jj'✓ .fJJ11tl , . l! (,. Ii r ,, 4 ,, 'I I ''' i !"\ "' ".,' ll I ' I ' WATEF~ MAIN IMPROVEMENTS MAIN REPLACE(\~ENT PL!\N · ORANGE STREET ' ' ' ~c •i ~: ~ ~; • l .,.