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Home My WebLink AboutW_5305_SORKS DEPARTMENT ' I ~&~~ ~[E[p)[L&~[E~[E~1f [p)~(Q)J][E~,r • SEPTEMBER 2004 FO ~ ., .. llf~iflltffflfflm IRVINE RANCH WATER DISTRICT RECORD DRAWING TIIIS IS A RECORD DRAWING OF THE FACILfITES IDENTIFlED IN THE lTILE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON Tl 11,: I lASIS Ol' JNFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER AND OWNTIRS(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HA VE BEEN INCORPORATED INTO TIIIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SIIDWN IIEREIN AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE l.OCA TIDN OF ANY FACILITY IS REQUIRED, TilE FACILlTY SHOULD BE FIELD LOCA TF.D IN THE PRESENCE OF AN EMPLOYEE OF TIIE CITY/ DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. C-3411 H:\N03\ 110\plons\dwg\RECORD DRAWINGS\CVRALL.dwg 01/17 /06 8:54am PLOT AT 1-1 D-537 / I \ • \ ''.?'.\\ ~ j\ ~-~ ''>,•,•,• '',fil'.' LIFOB: ;Z/i/\j//5'4,,n , ,;~)F<\/\:lfi{t "'" !,,"i·?/<c•,•Y.••·' PUBLIC WORKS DEPARTMENT SEPTEMBER 2004 C-3411 APPROVED : OF PUBLIC WORl{S R.C.E. 36106 APPROVED : tu~ ~ CITY ENG~i-------R-.C-.E-.-2-4-96_7_ Consulting Engineers 232J 1 South Polnt~ Dr!v,,, Suite 1 03 la u ii 92653 (949) 766-2600 44497 7/q/04- p, OJE T , RCE NO. DATE APPROVAL RECOl,WHIDED APPROVAL RECOl,I\IENDED f '4 -,a.cJ-,1,. · UTILITIES DIRECTOR R.C.E. 25553 G[!IERAL SERVICES D!R[CTOR DATE tf,,./(}•(1'/ DATE DATE: ,, DATE: APPROVAL R[CO\l!.<EIIOEO TRANS. & DEV. SERVICES MMIACER R.C.£. rw. 22045 T DA TE BY DESCRIPTION REVISIONS APPROVED R.C.E. 46214 APP"O DESIGNED JPS 0/!AWN CAQQ CHECKED JLB DATE 07/04 C-3411 IRVINE AVENUE WATER MAIN REPLACEMENT TITLE SHEET CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5J05-S SHEET 2 OF 34 H:\N03\110\plono\d"g\Cvmm1.d"9 09/10/04 9;55om PLOT AT 1"'1 0·537 r--,., "' ' Cl II f- <( f- 0 ...J (L E 0 0 "' "' ~ STANDARD SYMBOLS ---lt--- ------IJ------ ------w------ ------RIJ------ ------RW------ ------s ------ ------FM------ ~------ @----- ~----- ® CENTERLINE PROPOSED WATER LINE -SIZE AS INDICATED EXISTING WATER LINE -SIZE AS INDICATED PROPOSED RECYCLED WATER LINE -SIZE AS INDICATED EXISTING RECYCLED WATER LINE -SIZE AS INDICATED PROPOSED SEWER LINE -SIZE AS INDICATED EXISTING SEWER LINE -SIZE AS INDICATED EXISTING UNDERGROUND T.V. CABLE EXISTING GAS LINE -SIZE AS INDICATED EXISTING HIGH PRESSURE GAS LINE -SIZE AS INDICATED EXISTING STORM DRAIN -SIZE AS INDICATED EXISTING TELEPHONE CONDUIT EXISTING FIBER OPTIC CABLE EXISTING POWER CABLE EXISTING SEWER FORCE MAIN -SIZE AS INDICATED EXISTING RIGHT-OF-WAY LINE EXISTING CONCRETE CURB EXISTING EDGE OF PAVEMENT (E.P.) PROPOSED WATER VALVE EXISTING WATER VALVE PROPOSED FIRE HYDRANT (F.H.) EXISTING FIRE HYDRANT (F.H.) PROPOSED WATER SERVICE RECONNECTION EXISTING WATER METER (W.M.) -SINGLE EXISTING WATER METER (W.M.) -DOUBLE PROPOSED AIR RELEASE AND VACUUM RELIEF VALVE EXISTING AIR RELEASE AND VACUUM RELIEF VALVE PROPOSED BLOWOFF ASSEMBLY EXISTING BLOWOFF ASSEMBLY PROPOSED CATHODIC TEST STATION EXISTING CATHODIC TEST STATION EXISTING CATCH BASIN (C.B.) EXISTING MANHOLE (M.H.) EXISTING ELECTRICAL OR TELEPHONE VAULT EXISTING FENCE EXISTING POWER POLE UTILITY POTHOLE LOCATION EXISTING TREE EXISTING SHRUBS EXISTING PIPE ENCASEMENT -TYPE AS INDICATED ORANGE COUNTY ASSESSORS PARCEL NUMBER OR ALIGNMENT BEARING eu-------DENOTES DETAIL NUMBER \g7 DENOTES SHEET NUMBER PROJECT VICINITY ABAND AB AC ACP ANSI AV AWG AWWA BC BCR BEG BF BFV BLK BM BO CB CCP CF CIP CL C TW CMS CNB CONC CONT CP CPLG CTR It_ (C:L) DIA DI DIP DWG E EC EL ENG$ ETC EXISIT (EX) FL F (F(.G) FG FH FIP FM FS FT FUT FWY GA GAL GAL I/' GB GV HP ABBREVIATIONS ABANDONED AGGREGATE BASE ASPHALT CONCRETE OR ASBESTOS CEMENT ASBESTOS CEMENT PIPE AMERICAN NATIONAL STANDARDS INSTITUTE AIR RELEASE le VACUUM RELIEF VALVE AMERICAN WIRE GAUGE AMERICAN WATER WORKS ASSOCIATION BEGIN CURVE BEGIN CURB RETURN BEGIN BLIND FLANGE BUTTERFLY VALVE BLOCK BENCHMARK MANUAL DRAIN AND BLOWOFF ASSEMBLY CATCH BASIN CONCRETE CYLINDER PIPE CURB FACE CAST IRON PIPE CLASS CEMENT-MORTAR LINE le CO TE CEMENT-MORTAR LINED le TAPE WRAPPED CITY OF NEWPORT BEACH CONCRETE CONTINUOUS CATHODIC PROTECTION COUPLING CENTER CENTERLINE DIAMETER DUCTILE IRON DUCTILE IRON PIPE DRAWING EAST END CURVE ELEVATION ENGINEERING ETCETERA EXISTING FLOWLINE FLANGE FINISHED GRADE FIRE HYDRANT FEMALE IRON PIPE THREAD FORCE MAIN FINISHED SURFACE FEET FUTURE FREEWAY GAUGE GALLON GALVANIZED GRADE BREAK GATE VALVE HIGH POINT HORIZ ID INV INSUL IP IRWD LF LT MAX MH Ml MIN MJ N NE NW NO NTS oc OD PE PCC It. (PL) PH PO pp PSI PUE PVC PVMT R (RAD) REBAR REQD RT RW R/W RWV s SCE SCH SD SE SHT SPEC ss STA STL SW THK TC TS TYP UG VERT w WM A IRVINE AVENUE SHEET INDEX MAP SOAI E· 1• • 300 ~ESS1 <,f~ L <,., -. HORIZONTAL INSIDE DIAMETER INVERT INSULATED IRON PIPE IRVINE RANCH WATER DISTRICT LINEAR FEET LEFT MAXIMUM MANHOLE MILE MINIMUM MECHANICAL JOINT NORTH NORTHEAST NORTHWEST NUMBER NOT TO SCALE ON CENTER OUTSIDE DIAMETER PLAIN END POINT OF COMPOUND CURVATURE PROPERTY LINE POT HOLE PUSH-ON POWER POLE PRESSURE (POUNDS PER SQUARE INCH) PUBLIC UTITITY EASEMENT POLYVINYL CHLORIDE PAVEMENT RADIUS REINFORCING STEEL REQUIRED RIGHT RECYCLED WATER RIGHT-OF-WAY RESILIENT WEDGE VALVE SOUTH, SLOPE OR SEWER SOUTHERN CALIFORNIA EDISON SCHEDULE STORM DRAIN SAND EQUIVALENT OR SOUTH EAST SHEET SPECIFICATION STAINLESS STEEL STATION STEEL SOUTHWEST THICK TOP OF CURB TRAFFIC SIGNAL (CONDUIT /CABLE) TYPICAL UNDERGROUND VERTICAL WEST OR DOMESTIC WATER WATER METER ANGLE DflNIIL ... ,lltCIIIIEIUNG SHT. NO. 1 2 3 5 6 7 8 9 10 11 n }:-; ';.' I 22 23 24 25 28 27 28 29 :.in CP-1 CP-2 CP-3 T-1 T-2 T-3 T-4 T-5 __ ,;: •o SHEET INDEX DESCRIPTION COVER TITLE SHEET CNB TITLE SHEET (WITH SIGNATURE BLOCKS) STANDARD SYMBOLS le ABBREVIATIONS, VICINITY MAP, SHEET INDEX MAP, SHEET INDEX (CNB SHEETS ONLY) CONSTRUCTION NOTES, BASIS OF BEARINGS, BENCH MARK, PUBLIC AGENCIES le UTILITIES, CNB GENERAL WATER NOTES, NOTICE TO CONTRACTOR, JOB SITE SAFETY CNB 24" WATER MAIN PLAN AND PROFILE SHEET -STA. 9+94.00 TO STA. 20+00.00 CNB 24" WATER MAIN PLAN AND PROFILE SHEET -STA. 20+00.00 TO STA. 29+00.00 CNB 24" WATER MAIN PLAN AND PROFILE SHEET -STA. 29+00.00 TO STA. 41+56.93 CNB 24" WATER MAIN PLAN AND PROFILE SHEET -STA. 41+56.93 TO STA. 51+26.18 CNB 24" WATER MAIN PLAN AND PROFILE SHEET -STA. 51+26.18 TO STA. 59+33.53 CNB ff' WATER MAIN PLAN AND PROFILE SHEET -STA. 60+00.00 TO STA. 63+27.92 CNB MISCELLANEOUS DETAILS CMSD TITtE. S>-;E[I (WITH SIGNATURE BLOCKS) ST.ANDARD SYl-,!BOc.S & ABBREVIATIONS. V!CiNITY MAP, SHEET INDEX MAP. SHEET INDEX (CMSD SHEETS ONLYl CONSTRUCTION NOTES, BASIS OF BE/,R1NGS, BENO-I MARK, CMSD CENERAL SEWER NOTES, PUBL.iC AGENCIES & UTILITIES, NOTiCE TO CONTRACTOR, ,JOB SiTE SAFETY CMSD (;RAViTY SEWER MAIN PLAN f,ND PROF!LE -IRVINE AVENUE -STA. 90+00.00 TO STA. 95+41.37 CMSO Gr,A.V!TY SEWER l,1A!N PL4N AND PROFILE -MESA DRIVE -STA. 0+79.46 TO STA. 1+47 79 CMSD 12_'' SEWER FORCE MAIN PL/l._N 1-\ND PROFiL.E -STA. 199+80,00 T8 STA. 200+82.6:t IRvVD T!TLE SHEET (WITH SIGNATURE BU)CKS) '.',fANDARD SYMBOLS & ABBREVIATIONS, ViCIN!TY MAP. SHEET INDEX MAP, SriEET INDEX (IRWC SHEETS ONLY) CONSTRUCTION NOTES, BAS!S OF 8E'AR!NGS, B[NCHMARI<, IR\J\ID GENERAL_ NOTES, PU8UC AGENClES & UTILITIES, NOTiCE, TO CONTRACTOR, ,.JOB SiTE S,A.FETY !RWO 12" WATER MAIN PcA'·J ANO PROFILE STA 70>-00.00 TO STA. 79+00.00 li?WO 12" W."TER MAIN PLAN AND PROFILE STA 79+00.00 TO STA. 83+725± CORROSION PROTECTION PLAN AND GENERAL NOTES FOR CNB 24" WATER MAIN CORROSION PROTECTION DETAILS FOR CNB 24" WATER MAIN CORROSION PROTECTION DETAILS FOR CNB 24" WATER MAIN TRAFFIC CONTROL KEY MAP, NOTES AND LEGEND. TRAFFIC CONTROL FOR CNB 8" WATER MAIN -IR\IINE AVENUE FROM UNIVERSITY AVENUE TO MIRA LOMA PLACE TRAFFIC CONTROL FOR CNB 24" WATER MAIN -IRVINE AVENUE FROM UNIVERSITY AVENUE TO MESA DRIVE TRAFFIC CONTROL FOR CNB 24" WATER MAIN -IRVINE AVENUE AT MESA DRIVE INTERSECTION TRAFFIC CONTROL FOR CNB 24' WATER MAIN -IRVINE AVENUE FROM MESA DRIVE TO SANTA ANA DELHI CHANNEL, IRVINE AVENUE AT BRISTOL STREET TRAFFIC CONTROL FOR CNB 24" WATER MAIN -IRVINE AVENUE FROM SANTA ANA DELHI CHANNEL TO BRISTOL STREET TRAFF:C CONTROL FOR CMSD GRAViTY MAINS -IRVINE e,VENUE NORTl-i OF MESA. DRIVE /RAFFIC CONTROL •OR CMSD 12'' SfWE'R FORCf M.~IN -IRViNE AVENUE AT MESA DRIVE INTERSECTION T'iAFFIG CONTROL FCR CMSD GRAVITY SE'WER MAINS -IRVINE AVEN!JE AT MESA DRIVE INTERSECTICN Tr<AFTlC CONTROL FOR TO MIRA LOMA PLACE T,~r\FF!C CONTROL FOR TRN~F!C CONTROL FOR IRWD 12" WATER MAIN IRWD 12" WA~ER MAIN - IRWD j ,, " I.~ WA~ER MA.IN APPROVED IRVINE AVENUE f-ROM UNIVERSITY DRIVE IR\/INE ,\VENUE FROM MIRA LOMA PLACE TO MESA. DRIVE IRVINE AVENUE AT MESA DRIVE iNTERSECTiON RECORD DRAWING TIDS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE llLCX'K ONLY AND HAS BEEN PREPARED IN PART ON TIIE BASIS OF INFORMA TTON COMPIT ,FD AND FIJRNTSHED HY OTHERS. TIIE ENGINEER AND OWNERS(S) WIILNOT EE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HA VE EEEN INCORPORATED INTO TIDS DRAWING. ACTUAL CONDITIONS WTIL VARY SOMEWHAT FROM TIIE CONDITIONS SHOWN IIEllli!N AND AT SOME WCA TIO NS TIIE VARIAN CE MAY EE LARGE. IF TIIE PRECISE LOCATION OF ANY FACILITY TS REQUIRED, TIIE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF ANEMPLOYEEOFTHECITY /D!SlRJCTOR TIIE OWNER(S) OF TIIE UTILITIES INVOLVED. C-3411 ~ICHAEL SINACORI R.C.E. 46214 1---+---+--------------1----l PRINCIPAL CIVIL ENGINEER 1120100 .JL1' £_ RECORD DRAWING DATE IRVINE AVENUE WATER MAIN REPLACEMENT STANDARD SYMBOLS & ABBREVIATIONS VICINITY MAP, INDEX MAP, SHEET INDEX VICINITY MAP No,3~ Consulting Engineers 23231 5Gulh Pointe Drive, Suite 103 / NOT TO $CAI E IV\\. Laguna Hills. CA 92653 (949)768-2600 DATE BY DESCRIPTION APP'D DESIGNED JPS DRAWN CAOO CITY OF NEWPORT BEACH W-5305-S §.-~c11i&r.~ R~~~-~1fr' REVISIONS CHECKED JLB DATE 01/04 PUBLIC WORKS DEPARTMENT SHEET 3 oF 34 :i:---------------------------------------------------------------------------.L...---------..L..-....;;.... _______________ ..L., ____________________ J.... ____ J.... __ ...;.._.1.... ____________ ....JL------...J " n "' ' 0 II >-0 --' [L E 0 "' 0 O> <O ~ CONS I Al.JC I ION NOTES CITY OF NEWPORT BEACH GENERAL WATER NOTES CITY OF NEWPORT BEACH 24" DOMESTIC WATERLINE ITEM DESCRIPTION G) CONSTRUCT 24" CML&:TW STEEL PIPE (1/4" MIN PLATE THICKNESS) TRENCHING AND BEDDING PER DETAIL ('3\ -,&. .,. -... ----a· ... ---...l...J_l., ----~ @ INSTALL~ PERFORATED PVC (SCH 80) PIPE WRAPPED IN 3/4" ........... A ::RU!HED_ ROCK PER DETAILEB ---~ ---A,-. 6 A,, ---0 INSTALL 'd' PVC AWWA C900_~L 200) PIPE AND FITTINGS. TRENCHING AND BEDDING PER DETAIL (3\ © 1IsM ® @ \}y INSTALL II" PVC AWWA C900 (CL 200) PIPE AND FITTINGS. TRENCHING AND BEDDING PER DETAIL ffi \}y INSTALL 24" fLG BfV (CL 250) PER CITY Of NEWPORT BEACH STD-510-L-C AND STD-511-L. INSTALL 8" fLGIIMJ RWV (CL 200) PER CITY Of NEWPORT BEACH STD-510-L-C AND STD-511-L. INSTALL II" fLGIIMJ RWV (CL 200) PER CITY Of NEWPORT BEACH STD-510-L-C AND STD-!511-L. INSTALL FIRE HYDRANT ASSEMBLY PER CITY Of NEWPORT BEACH STD-500-L (J-3711!5R). CORROSION PROTECTION REQUIREMENTS PER SHEET CP-1. REPLACE TRAFFIC SIGNAL LOOPS PER PROJECT SPECIFICATIONS. INSTALL 2" AIR AND VACUUM RELEASE VALVE ASSEMBLY PER CITY Of NEWPORT BEACH STD-515-L. CORROSION PROTECTION REQUIREMENTS PER SHEET CP-1. ABANDON AND REMOVE EXISTING AIR AND VACUUM RELEASE ASSEMBLY. INSTALL PLUGS, THRUST BLOCK, AND ABANDON EXISTING WATER IAAIN AT NEAREST ACTIVE CONNECTION. EXISTING WATER MAINS ARE TO BE ABANDONED AFTER NEW MAIN HAS BEEN PLACED IN SERVICE AND ALL SERVICE LATERALS FROM THE OLD MAIN HAVE BEEN TRANFERRED TO NEW MAIN. ABANDON EXISTING VALVES IN PLACE, BACKFILL VALVE CANS, REIAOVE VALVE COVERS AND REPLACE EXISTING AC PAVEMENT. ABANDON AT NEAREST VALVE AND REMOVE EXISTING FIRE HYDRANT LATERAL AND FIRE HYDRANTS. INSTALL BURIED FLANGE INSULATING KIT AND 4-WIRE TEST STATION. SEE CORROSION PROTECTION SITE PLAN ON SHEET CP-1. CONSTRUCT 1-ANODE CATHODIC PROTECTION TEST STATION. SEE CORROSION PROTECTION SITE PLAN ON SHEET CP-1. INSTALL 1" DOMESTIC WATER SERVICE IAETER PER CITY Of NEWPORT BEACH STD-502-L. COST,A ~J1ES.A SAN!Tl\R\' DISTRIC'.T r;_R A VJT Y S E W l::_E__ CESCAIPTI~ REPLACE TRAFF,C SIGNAL LOOP~:, PER PROJECT SPECIFIC:ATIONS. 21" EXTRA STRENGTH VITRlflEC CLAY PIPE. WITH lYPE "c;" COMPRESSION JOINTS TRENCHING ,,NO BEDDING PER CMSD STD. DWG. NO. S-1'12. 18" EXTRA. STRENGTH VITRIFIED CLAY PIPE WITH TYPE "G" COMf"RESSION ,JOINTS TRENCHING AND BEDDING F'ER CMSD STD. DWG. NO. S--112. 12'' EXTRA STRENGTH VITRlf'IED CLAY PIPE_ WllH TYl''E "c;' COMPRESSION JOINTS. TRENCHING AND l3EDDING PER CMSI) S ro. DWG. NO. s-112. 8" EXTRA STRENGTH VITRIFIED CLAY e'!l0E WITH TYPL "G'' COMPRESSION JOINTS. TRENCHING AND BEDDING PER CMSD STC DWG. NO. S-112. CONSTRUCT 72'' Mt,r-JHOLE. PER Ct0SU STD. DWG, NO. s-·]OO-·A W!TH 72" ID BASE SECT!ON AND PLASTIC (1-:iOLYViNYL CHl_OR!DE) UMER. AMERON T-LOCK LINER OR .I\PPRO\/ED lOUAL. INSTALL LINER PER MANUFACTURER (AMERON) SPECIFICAT!ONS. CONSTRUCT 48" MANHOLE i0 ER Ct~SD STD. DWG. NO. S-1':lO WITrl PL/\STIC /POL Y\/!NYL CHLORIDE) LINER, AME RON T-LOCK UNER OR APPROVED EQUAL_ 1·NST/>.LL LINER PER MAN'JFACTURER (AMERON) SPEC!C,CAT!ONS CONSTRUCT DROP MANHOLE e'ER CMSD STD. DWG NO S .. 102. USf: 72" ID BASE SECTION WITH MANHOLE CONSTRUCTION PER CMSD STD. DWG. NO. S-100-A AND PL.ASTiC (POLYVINYL CHLORIDE) LIIJER. AMFRON T-LOGK LINER OR APPROVED EQUAL. INSTALL LINER PER M/1NUFACTURER Sf•EGIFICATONS. ABANDON r\~JD RE~WVE IIJTERFE'RING PORTIONS OF E:XISTING SEWER. PLUG ABANDONED LINE. REMOVE E'X!S TING MANHOLE FRAME, RINGS, AND COVER TO 24" BELOW GRADE. BACKFILL MM,HOLE WITH I SACI< SLURRY. CUT AND PLUG INCOMING LINES PER CMSD INSPECTOR. DELIVER OLD Ff,AMES, RINGS A.ND COVERS TO CMSfl CORPORATE YARD .AT 2310 PLACENTiA AVENUE, COSTA MES/,. 12" SFWEP FORCE M/11/\J DESCRIPTION REPLACE TRAFFIC SIGNAL LOOPS PER PROJECT SPECIFICATIONS. INSTALL 12" PVC A.WWA C900 P!PE AND FITTINGS (CLASS 200) WITH THRUST BLOCKS AT ,b,LL HORIZONTAL AND vERTICAL BENDS PER CITY Of-NEWPORT BEACH STD .. 510-L-C. THRUST 8L0Cf'. SHALL FULLY ENCASE ALL BELOW GROUND DUCTILE IRON FITTINGS FOR CORROSION PROTECTION. TRENCHING MW El[DDING PFR CMSD STD DWG NO. S-112. CONNECT 12" PVC f'ORCE MAIN TO EXISTING SEWER PUMP STATION PER DETAILffi \]]:,7 CONNECT 12" PVC FORCE MAIN TO EXISTING 10" SEWER FORCE MAIN PER DETAIL (3\ @ ITEM 12" DOM[ S Tl C W J>, T~ t,zll l\jf:_ QESCl'llPll_Ql'I !NSTALL 12" PVC /\W'/.lf•, C90J (::::·L 2G0) P!PE 1\i\,H; !=!"(T1N(7() TRENC!-tr--JC, A(;D B[DDtNC PFR !RWD srn DWC, NO w--·1; iNSTALL.. 3" ~ivc AW'-,V;'.!. C~JOO (Ct -;~oo) HP~-/)[\,") F'!T:·:N(~~--, TRff\JChi!\1G Af',;il i3EIX':INC: Pt":-R iRV,'f'; ::)1r, f...':WG f\i(t A' ·11 INST.~.!.! 6" P~.JC A.VVW.A (:900 (CL 200) PiPE A~~D f"l l T!/'·.JC':;~ TRENCHrr-,1c /.1.hC }3[DP1NC PE!? IR'ND STD. owe;. MO. W '.I, lN'.:_;TALL .:;." ::,vc ,t,,y;\/,f.A. C900 (CL J.C,O) Flf_.:,t i\i\]D f-·11 iihiV:::: T~FNCHiNG Af'.JD U[CllJil'Jt._; F-'L~-~ lFil.\'l) <.;; [[l. [.Jlf'.I.G. MO. ·.11..·-:1. INS f f.'..LL g" ~-i.J~;;;:-:.u:::;H-')N Fi\V\1 (CL I ~)C') P[:.-_F 1R1NU S ru 01/'J(< t✓C), W -/. iN:-:::·1.::..Lt. r-11~E H',-Jl-:::.c:.:J-..1·: t.i::;~~:t_Mf:"~L t DER 1F~'t/D ::.;·e cJwc;. r,J'J w ·f.3. FE"MC\1F L~:s:·1NG FIRE HYDRI\Nl L_/'-.• TFR/1-l /\ND FIRE HYDRAf\lT:'-~- SAL\iAGE FIF:L HYGRf<.hT'.~ _--'d'-!~} [;!~.1~1VER 1-,) !F~WD OPERATIONS CE:NTEJ\ h T s:-,12 rv1(::.HELS01-..1 ci:~·1,1F:, IRviHE c> 'J261.? lr✓Sf-,\~L PLUG~,, THRU'.:,T E~LCCV, AND hf3,6J,JD0r,l E.XISTING WATE"P MA!N /\T r,j:_;1-,,,RESr /1.Cl'!V~ (ONl\1FZ-'.Ti(~1i\l. f"J<)'~Tlf\JG WATER MAIN:'3 /;RE TQ B:: _L._8 1-\NDUNED AF.! [R "JF. W t\1.<>,1t\J H/\S BEEN PLACED lN Sf'Rv·l(~E: Ah!U :'\LL ~~ftRV:CT i. _i!.. Tt .. Ft,_i '"; FF:·c,1~ H--:E OU) t'f,AlN HP..V[ 8Ef.N lRA['•ffERRFL TO t'.J['N M,CH\; ,,, __ E!.t,f-JDON r:x:STtNG VAL\IE.S IH FLl-\(~E, f~,1:,,,Ci<V!Li_ Vf-\: .. vr: { .. 4:\JS, F:F.rdOVF \/h, __ \1f CC•VERS .ANO RETLA,Gf '.:)<!Slff\,( AC PAVFMfNT. iNSL'l.1. L i" f)(J~,1i~ ':_;Tri": W,t\TCJ~ ~;EfiV!Cii Mf T:~:~' f--'E.F( IF~WO STD DWG NG. W 1. INSTP..L.L 4" ;)OMEST!C <,NA !FJ{ ?:'.~R\iiCF r,~::-·;t·r~ ·w;TH tv:ANIFOLD ASSEMBLY PER iRWD :; Tri f)\•vc.:. i,JC \\'--4. H\JSTALL 'Nf.;.,Tt::R Q._,1,.\L!'!--<' ~)4f.,,1f.JL!\lG ·:-;--1 1-1-T:(•N PER IRWD STD. DWC. NO. W··?,6_ PUBLIC AGENCIES & UTILmES UNDERGROUND SERVldE ALERT CITY Of NEWPORT BEACH (UTILITIES) -UTILITY CLERK COSTA IAESA SANITARY DISTRICT -ROBIN HAMERS IRWD SYSTEIAS OPERATORS -STEVI;: HABIGER IRWD CONSTRUCTION $ERVICES GROl,IP -ANTS UIGA IRWD INSPECTION -MliKE JACK IRVINE RANCH WATER DISTRICT MAIN OFFICE IAESA CONSOLIDATED 'WATER DISTRICT -BOB IAcVICKER ELLER MEDIA COMPANIY -CARLOS l,IRIAS COUNTY Of ORANGE, !PfRD -DAVE ,PICKRELL ICGTEL -DAVE ULRICH MCIWORLDCOM -CHA~LES WELCH MEDIAONE -BRIAN CATON METROPOLITAN WATER -MARCO BUIIITICH NEXTLINK -BUD SIAITH PACIFIC BELL -ENGINEERING COIACAST -JOE BARRIAS (800) 227-21100 (949) 644-3011 (DAY) (949) 644-3717 {NIGHT) (949) 631-1731 (949) 453-!574!5 (949) 4!53-!5!586 (949) 453-5111 !5 (949) 453-5300 (949) 3!56-405!5 (714) 289-2018 (714) 5117-7866 (949) 864-1287 (972) 6511-6016 (714) 549-7590 (213) 217-61179 (714) 434-11614 (714) 1166-5454 (714) 338-2081 (714) 378-3211 ORANGE COUNTY WA'JiER DISTRICT -STEVE CONKLIN SC EDISON -WALLACE ZIMMERIAAN (714) 973-5409 A-,..._SQ.U~H~R~ C~':!f· ~AS CO_: -=-JE_CHNICAL SU!'ERVISO,,,R __ ---.,., ........ _.,,,,.-_(,,,71_4..._)_,,, _6--34-~._._30-33...._ \ ORANG:_ COU~Y T~ANS~ORTA~DN A~THORITY (714) 2115-4332 ---~ ~-~---~-J~,..____,,__, - BASIS OF BaARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON THE THE BEARING BETWEEN OCS HORIZONTAL CONiTROL STATION GPS NO. 6171 AND STATION GPS NO. 1917 BEING N60"03'22"E PER RECOR~S ON FILE IN THE OFFICE OF THE ORANGE COUNTY SURVEYOR. BENCHMARK: *3N-60-89 ELEV•S0,52 DATUM=NGVD 29/199!5 OCS ADJUSTED 1. THE CONSTRUCTION OF THE WATER MAIN AND ITS APPURTENANCES SHALL CONFORIA TO THE REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS,STANDARD SPECIAL PROVISIONS, DESIGN CRITERIA, STANDARD DRAWINGS AND THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" 1994 EDITION ANO SUPPLEMENTS AND THESE SPEClflCAIIQNS. 2. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE CITY Of NEWPORT BEACH UTILITIES OEPARTIAENT 48 HOURS IN ADVANCE Of PERFORMING ANY WORK. THE CITY OF NEWPORT BEACH CAN BE REACHED AT (949) 644-3011. 3. THE CITY Of NEWPORT BEACH FIRE DEPARTMENT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL LANE CLOSURES WITHIN THEIR JURISDICTIONAL AREA. 4. THE CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY REPRESENTATIVES FROM THE RESPECTIVE UTILITY COMPANIES PER STATE LAW. CALL UNDERGROUND SERVICE ALERT 48 HOURS IN ADVANCE OF CONSTRUCTION ACTIVITIES AT (800) 422-4133. 5. THE EXISTENCE AND LOCATION Of ANY EXISTING UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH Of AVAILABLE RECORDS AND ARE APPROXIIAATE ONLY. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY IAEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THOSE LINES OR STRUCTURES. II. THE WALL AND FACE Of ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL IE EffECTIVEL Y GUARDED BY A SHORING SYSTEM: SLOPING OF THE GROUND OR OTHER EQUIVALENT IAEANS. TRENCHES OR EXCAVATIONS LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 7. ALL TRENCHING AND/OR .SHORING SHALL MEET REQUIREMENTS Of CAL-OSHA. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFDRIA EXCAVATION OR TRENCH WORK FROM CAL-OSHA. B. THE CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY THE LOCATION AND DEPTH Of ALL UTILITIES AND POINTS Of CONNECTION PRIOR TO SUBIAITTAL Of PIPE LAYING DIAGRAMS. IN ADDITION, THE CONTRACTOR SHALL EXPOSE ALL UTILITIES AND SERVICES AT LEAST 300 LINEAR FEET IN ADVANCE Of THE ACTUAL PIPE EXCAVATION OPERATIONS. 9. THE CONTRACTOR SHALL KEEP A SIGNED SET Of APPROVED PLANS AND SPECIFICATIONS AND A COPY Of ALL CONSTRUCTION PERIAITS ON THE JOB SITE AT ALL TIMES DURING WORKING OPERATIONS. 10. CONSTRUCTION WORK HOURS SHALL BE 7:00 AIA TO 4:30 PM MONDAY THROUGH FRIDAY, EXCLUDING HOLIDAYS, EXCEPT AS SPECIFIED WITHIN THE TRAFFIC CONTROL PLANS AND/OR PROJECT SPECIFICATIONS. 11. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL SAFETY REQUIREMENTS. 12. ALL WORK SHALL COMPLY WITH CONDITIONS ESTABLISHED BY THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD. 13. AN ENCROACHMENT PERMIT HAS BEEN APPLIED FOR FROM THE CITY Of NEWPORT BEACH. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR WILL BE REQUIRED TO PULL THIS PERMIT AND COMPLY WITH ALL REQUIREMENTS Of SAID PERMIT. 14. BENCHMARK/MONUIAENT NOTE: ANY BENCHMARK OR MONUMENT WHICH IS DISTURBED OR DESTROYED SHALL BE REESTABLISHED AND REPLACED BY A STATE Of CALIFORNIA CIVIL ENGINEER REGISTERED PRIOR TO DECEMBER 31, 1981 OR A LICENSED LAND SURVEYOR, AND A CORNER RECORD OR RECORD OF SURVEY FIELD AS REQUIRED BY THE LAND SURVEYOR'S ACTS. 15. CONTRACTOR SHALL VERIFY CONSTRUCTION PHASING Of TRAFFIC CONTROL PLANS PRIOR TO FINAL SUBMITTAL Of PIPE LAYING DIAGRAMS FOR STEEL PIPE. 16. STATIONS, COORDINATES AND CURVE DATA REFER TO THE CENTERLINE Of THE PIPE. STATIONS SHOWN ARE VERTICAL PROJECTIONS ALONG THE CENTERLINE Of PIPE. DISTANCES SHOWN IN PROFILES AND IN THE ESTIIAATED QUANTITIES ARE HORIZONTAL DISTANCES. 17. WATER MAINS SHALL HAVE A 42" MINIMUM DEPTH OF COVER UNLESS OTHERWISE NOTED ON THE PLANS. 18. ALL WATER PIPE SHALL BE INSTALLED PER TRENCH SECTION SHOWN ON PLANS AND PROJECT SPECIFICATIONS. 19. ALL BURIED FLANGED PIPE JOINTS SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL NUTS, BOLTS AND WASHERS. NON-IN SULA TING GASKETS SHALL BE fULL-f ACED, CLOTH REINFORCED, BUNA-N RUBBER. INSULATING GASKETS IAATERIALS SHALL BE PER DETAIL 2, SHEET CP-2. ALL BARE (NON-COATED) IAETALLIC SURFACES SHALL BE WRAPPED WITH WAX TAPE PER SPECIFICATIONS SECTION 209-3.5.5 AND CORROSION PROTECTION DWGS. BOND ALL BURIED NON-INSULATING MECHANICAL PIPE CONNECTIONS (I.E. COUPLINGS, FLANGES, VALVES, ETC.) PER DETAIL 1 SHEET CP-1. 20. FLEX AND TRANSITION COUPLINGS USED TO JOIN PIPE SHALL HAVE ALL THREADED PARTS ANO JOINING HARDWARE FABRICATED FROM TYPE 316 STAINLESS STEEL. PIPE HARNESS ASSEMSLIES, VALVE AND FITTING RESTRAINTS SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL ALL THREAD ROD, NUTS, BOLTS AND WASHERS. ALL SURFACES SHALL WRAPPED WITH WAX TAPE PER DETAIL 1 SHEET CP-1. 21. BOLTED CONNECTORS FABRICATED FROM TYPE 316 STAINLESS STEEL SHALL HAVE THREADED PARTS COATED LIBERALLY WITH AN APPROVED ANTI-SIEZE COMPOUND. " 22. ALL BOLTED AND THREADED FASTENERS SHALL CONFORIA TO THE MINIMUM REQUIREIAENTS FOR STRENGTH, MATERIAL CONSTRUCTION AND DIMENSION AS ESTABLISHED BY THE ASTM AND ANSI SPECIFICATIONS. ALL FASTENERS SHALL BE ACCOMPANIED BY WRITTEN CERTIFICATION FROM THE MANUFACTURER STATING COMPLIANCE WITH APPROPRIATE SPECIFICATIONS. 23. THE CONTRACTOR SHALL RESTORE ALL EXISTING SURFACE IMPROVEIAENTS AND GRADES TO THEIR ORIGINAL CONDITION EXCEPT WHERE IAODlflCATIONS ARE SPECIFICALLY NOTED ON THESE PLANS. 24. ALL LANDSCAPING AND GRASS AREAS SHALL BE RESTORED TO ITS ORIGINAL CONDITION. ALL IRRIGATION LINES, SPRINKLERS, CONTROL WIRES AND CONTROL BOXES THAT ARE DAMAGED SHALL BE REPAIRED TO THE SATISFACTION Of THE OWNER AND TO THE REGULATORY AGENCY HAVING JURISDICTION. 25. ALL CONCRETE SHALL BE !560-C-3250 UNLESS OTHERWISE SPECIFIED. 211. THE CONTRACTOR SHALL BE REQUIRED TO "CUT AND PLUG" EXISTING WATER MAINS DUE TO VALVE LEAKAGE TO MAINTAIN EXISTING WATER SERVICE. --. DISCRIBED BY OCS 19,9 -FD 3 3/4" OCS ALUMINUM BENCHIAARK DISK v\iClESS/~ STAMPED 3N-80-89 LOCATED AT THE SOUTHERLY PORTION Of" THE ,,4jl~•II L -4 &i DflNlit •• , •• N.IEIUNG INTERSECTION OF IRVINE AVENUE AND BRISTOL STREET (SOUTH) IN THE t; ~c., 17~~ 27. ALL CONCRETE SIDEWALKS OR CURBS TO BE REPLACED SHALL BE SAWCUT TO THE NEAREST TRANSVERSE SCORE MARK OR ADJUSTABLE CONTROL JOINT OR WEAKENED PLAN JOINT AND REPLACED IN CONFORMANCE WITH THE APPLICABLE PROVISIONS Of THE AGENCY HAVING JURISDICTION OVER THE AREA. ALL EXPOSED CONCRETE SURFACES SHALL CONFORIA IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND WALKS. 28. ALL P.C.C. AND A.C. PAVEIAENT REIAOVALS SHALL BE OUTLINED TO NECESSARY WORKING LIIAITS AND SAWCUT PRIOR TO THE REIAOVAL. ALL DEBRIS CREATED BY THE REMOVAL OPERATIONS SHALL BECOIAE THE PROPERTY Of THE CONTRACTOR AND SHALL BE DESPOSED OF AWAY fROIA THE JOB SITE IN A IAANNER AND AT A LOCATION ACCEPTABLE TO THE CITY Of NEWPORT BEACH. 29. TRAFFIC CONTROL SHALL CONFORM TO THE SPECIFIC TRAFFIC CONTROL PLANS INCLUDED IN THESE PLANS. 30. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO PROVIDE FOR SMOOTH TRAFFIC FLOW AND SAFETY ACCESS SHALL BE MAINTAINED FOR ALL PROPERTIES ADJACENT TO THE WORK. 31. TRAFFIC SIGNAL CONDUIT AND LOOPS ARE SHOWN ON THE PLANS BASED ON AVAILABLE RECORD PLANS. THE CONTRACTOR SHALL FIELD VERIFY LOCATION Of ALL TRAFFIC SIGNAL LOOPS AND CONDUITS AND PROTECT IN PLACE OR REPLACE WITHIN SEVEN (7) CALENDAR DAYS Of DISRUPTION. 32. IN THE EVENT THAT EXISTING TRAF"FIC STRIPING OR STENCILING IS OBLITERATED OR THE EFFECTIVENESS Of WHICH HAS BEEN REDUCED BY CONSTRUCTION, IT WILL BE THE RESPONSIBILITY Of THE CONTRACTOR TO REPLACE THE SAID STRIPING OR STENCILING TO THE CITY Of NEWPORT BEACH. ALL RESTRIPING WILL REQUIRE TWO COATS (TWO PASSES) AS A MINIMUM AND BE SUPPLEMENTED WITH RAISED REFLECTIVE PAVEMENT MARKERS AS REQUIRED. 33. THE CONTRACTOR SHALL MAINTAIN THE WORK AREA IN A NEAT, SAFE, CLEAN AND SANITARY CONDITION AT ALL TIMES AND TO THE SATISFACTION Of THE AGENCY HAVING JURISDICTION OVER THE AREA. STREETS SHALL BE KEPT CLEAN Of DEBRIS, WITH DUST AND NUISANCE BEING CONTROLLED AT ALL TIMES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ANY CLEANUP ON ADJACENT STREETS AFFECTED BY THE CONSTRUCTION. 34. THE CONTRACTOR SHALL HAVE A FUNCTIONAL STREET SWEEPER AND WATER TRUCK AVAILABLE AT ALL TIMES DURING CONSTRUCTION WORK HOURS. 35. AT THE END Of EACH WORKING DAY AND AT THE TIMES WHEN CONSTRUCTION OPERATIONS ARE SUSPENDED FOR ANY REASON, THE CONTRACTOR SHALL REMOVE ALL EQUIPMENT, VEHICLES, MATERIAL, TRAFFIC CONTROL DEVICES, STOCKPILE OR ANY OTHER FORM Of OBSTRUCTION FROM THE STREET RIGHT-OF-WAY. 36. AT THE END Of" EACH WORK DAY, THE CONTRACTOR SHALL EITHER BACKF"ILL ANO PLACE BASE PAVEIAENT OR STEEL PLATE ALL EXCAVATIONS WITHIN STREET RIGHT-Of-WAY SO ALL LANES Of TRAFFIC CAN OPEN UP. STEEL PLATE SHALL BE TACKED DOWN Of SPIKED AND TEMPORARY A.C. PLACED AS REQUIRED BY THE REGULATORY AGENCY. 37. THE CONTRACTOR SHALL PROTECT IN PLACE EXISTING MONITORING WELLS. THIS INCLUDES THE WELLS THAT ARE SHOWN ON THE PLANS AND THOSE THAT MAY NOT BE SHOWN ON THE PLANS, THE CITY AT ITS DISCRETION, MAY REQUIRE THE CONTRACTOR TO INSTALL STEEL PLATES OVER THE MONITORING WELLS TO PROTECT THEM. NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION (PLAN AND ELEVATION) Of ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH Of AVAILABLE RECOROS. TO THE BEST Of OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. UNLESS OTHERWISE DIMENSIONED, LOCATIONS AND ELEVATIONS Of EXISTING UTILITIES AND SUB-STRUCTURES SHOWN ON THE DRAWINGS ARE APPROXIMATE ONLY. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINE OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION Of, AND ANY DAIAAGE TO THOSE LINES OR STRUCTURES. CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS Of ALL UTLITIES SHOWN ON THE DRAWINGS. "CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD CNB, CMSD, IRWD AND DANIEL BOYLE ENGINEERING AND ITS EMPLOYEES, OFFICERS, OR AGENTS, HARIALESS AGAINST ANY AND ALL CLAIIAS BY ANY PARTIES ARISING FROM, OR RELATED TO. ANY AND ALL DAMAGES, INCLUDING LEGAL COSTS AND ATTORNEYS FEES, RESULTING FROM INTERFERENCE WITH. INTERRUPTION OF, DAMAGE TO, OR ANY AND ALL INJURIES WHICH RESULT FROM DAMAGE CAUSED TO SUBSURFACE INSTALLATION AS DEFINED IN GOVERNMENT CODE 42115.1(J), WHICH IS UNFORESEEN AND DESPITE ENGINEER'S EFFORT DURING THE DESIGN PROCESS WAS NOT LOCATED, EXCEPTING ONLY THE GROSS NEGLIGENCE OR WILLFUL MISCONDUCT OF ENGINEER IN PROVIDING ITS SERVICES." JOB SI I E SAfE I y· BY ACCEPTING THIS CONTRACT, CONTRACTOR HEREBY RELEASES AND AGREES TO INDEMNIF"Y, DEFEND AND HOLD HARMLESS CNB, CMSD, IRWO, AND DANIEL BOYLE ENGINEERING, THEIR AGENTS, EMPLOYEES, CONSULTANTS AND REPRESENTATIVES FOR ANY AND ALL DAMAGE TO PERSONS OR PROPERTY OR WRONGFUL DEATH REGARDLESS OF WHETHER OR NOT SUCH CLAIM, DAMAGE, LOSS OR EXPENSE IS CAUSED IN WHOLE OR IN PART BY THE NEGLIGENCE, ACTIVE OR PASSIVE, Of CNB, CMSD, IRWD OR DANIEL BOYLE ENGINEERING, AS WELL AS THEIR AGENTS AND EMPLOYEES TO THE f"ULLEST EXTENT PERMITTED BY LAW. SUCH IDEMNIFICATION SHALL EXTEND TO ALL CLAIMS, DEIAANDS, ACTIONS, OR LIABILITY FOR INJURIES, DEATH OR DAMAGES OCCURING AFTER COMPLETION OF THE PROJECT, AS WELL AS DURING THE WORK'S PROGRESS. CONTRACTOR FURTHER AGREES THAT IT SHALL ACCOMPLISH THE ABOVE AT ITS OWN COST, EXPENSE AND RISK EXCLUSIVE Of AND REGARDLESS Of ANY APPLICABLE INSURANCE POLICY OR POSITION TAKEN BY ANY INSURANCE COMPANY REGARDING COVERAGE. RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDEN11FIED IN THE TilLEBLOCK ONLY AND HAS BEEN PREPARED INPART ON THR BASTS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINRRR AND OWNERS(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OM15SION(S) WHICH HAVR BEEN INCORPORAl1lD INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREIN AND AT SOME LOCATIONS TIIE VARIANCE MAY BE LARGE. IF THF PRFCTSF. I .OCA TION rw ANY l'ACILITY IS REQUIRED, THE FACILITY SHOUT.Tl HEFIIJLIJLOCATEDJNil-lE PRESENCE OF AN EMPLOYEE OF THE CffY IDISIRICT OR TIIE OWNER(S) OF THE UTILITIES INVOLVED I C-3411 APPROVED IRVINE AVENUE WATER MAIN REPLACEMENT MICHAEL S!NACORI R.C.E. 46214 ~ No. 4+487 ~ • · ·.-. CATCH BASIN, 43.5 FT. SOUTHEAST[RL Y Of THE CENTERLINE Of" IRVINE "' "' Consulting Engineers l---+---+-e--------------1-~-, PRINCIPAL CIVIL ENGINEER 1120106 JL/3 £ RECORD DRAWING DATE CONSTRUCTION NOJES, BASIS Of" BEARINGS, BENCHMARK, PUBLIC AGENCIES &: UTILITIES, CITY Of NEWPORT B!:ACH GENERAL WATER NOTES, NOTICE TO CONTRACTOR, JOB SITE SAFETY AVENUE, 100 f"T. SOUTHWESTERLY Of" THE CENTERLINE OF BRISTOL STREET. >f !'lo-3/JIJIJB "IC 232315outhPointeDriw,Suile103 4 FT. BEHIND THE CURB. Laguna HII~, CA 92653 (949) 768-2600 8 CITY Of" NEWPORT BEACH, AT THE EASTERLY CORNER Of A 4 FT. BY 22 FT. ,c ~ c,L\~ ftK 44497 1ft1c• DATE BY DESCRIPTION APP'D DESIGNED JPS DRAWN CADD W-5305-S ' .. ,., , ~»: CJV\\.~~ ~( ~ /?_ L ~ RJECT r-lGER RCE NO, DATE :i:L------------------------------------------------------------------------'----------.L--.::a:: _______________ .1.-__________________ ___. ____ ....... ____ _._ ____________ _._ _____ ___. REVISIONS CHECKED JLB DATE 07 /04 CITY OF NfilrlPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 4 OF 34 I ./ --~--_ I ' __ , __ ' ---i L ---· - ' --+ - . -1- ' - i I ~ ffl -+ I . ' •- ■ -! -- V ' -. ; ' I T--T - . ..,. l-- . ' ' -•• -a,~ • -~-, ~-="'.!~->•• c~, ,sac,• --.. s I • - l ! I • " ' --t --I e,-';._ -r [i i-!...l - - I ' t-, '-• 1~ ~ +--. J -- i ' - . ' ' ' I - - _ _., ----- - ' ---- i . - >- f- ,_ -, -·r:-1· I -·,: ,_ -1-•--•-+••---a l ' - i --_ • I 1""1 ---f---- --.. -- - - I ,_± ' --! -l -------->- l I :: l ' _-_-I ' l -~ ! I -_J ... ·-. , __ . - . ' - i ---I I - -: ' ' --j <' -, """'"'' ,------,---+·«• -----· ---· -----------=-~ -~ _, -_ ·-- ' I ----- : --l I !_c., ... ,., .. --- --:t=--•-j I L • . -l I J ' ' ' -------- I t ' ' i I ' I ,_ '1" -~,. ""t:• __ ~ "• •• • -----• -. •">••-~~--•no,.• ··s •-· "'. j ~ -. -.-• .. -· ------, ~.:...,, ~ ·~•~ •-~---• -• m ••-• ~--~. ---~-• , • .--~~"' ,~, .~,-•. ,.,__ . ., ••• -.,w,o. ~• , ~•-~• ---I f- l ------- • + i i 10 11 12 1.3 14 -+-- I ' ---1 ' I -~----•: • -• .--+.------ -a • J~ I - --- SCALE HORIZ: ' I ----. l i i ---+ .. ' f ' ' ' I i ■-z ' ---- t----; ---I ' ' ' ' ,- 16 17 18 19 20 cot-.18 I RUCTlON NOTES 15 STA. 11+25.00 10 STA. 10+87.00 VERT: 1"=40' 111-a· 2411 DOMESTIC WATER MAIN 1 G) -II f-- <( f-a _J Q_ E ,g <;! "' <O ~ ,._ ' a UNIVERSITY DRIVE CURVE DATA STA. 15+48.35 EC LA CANADA PLACE FOR CONSTRUCTION OF 12" DOMESTIC WATER MAIN SEE SHEET NO. 20 IRVINE AVENUE ~ESS1~ No T '/~L~~ L 8n e~ • DESCRIPTION S/<o" v~l:'f> t:,. R L 0 24" PIPELINE 08"48'36" 1000.00' . 153.77' n.04' g -§' No. #407 "'j , ~. ~ J/.llftJ& "' Consulting Engineers SCALE: 1"=40' APPROVED ® CONSTRUCT 24" CMLl:TW STEEL PIPE (1/4" MIN PLATE THICKNESS) TRENCHING AND BEDDING PER DETAILffi w INSTALL 24" FLG BFV (CL 250) PER CITY OF NEWPORT BEACH STD-510-L-C AND STD-511-L. REPLACE TRAFFIC SIGNAL LOOPS PER PROJECT SPECIFICATIONS. INSTALL 2" AIR AND VACUUM RELEASE VALVE ASSEMBLY PER CITY OF NEWPORT BEACH STD-515-L. CORROSION PROTECTION REQUIREMENTS PER SHEET CP-1. INSTALL PLUGS, THRUST BLOCK, AND ABANDON EXISTING WATER MAIN AT NEAREST ACTIVE CONNECTION. EXISTING WATER MAINS ARE TO BE ABANDONED AFTER NEW MAIN HAS BEEN PLACED IN SERVICE AND ALL SERVICE LATERALS FROM THE OLD MAIN HAVE BEEN TRANFERRED TO NEW MAIN. ABANDON EXISTING VALVES IN PLACE, BACKFILL VALVE CANS, REMOVE VALVE COVERS AND REPLACE EXISTING AC PAVEMENT. INSTALL BURIED FLANGE INSULATING KIT AND 4-WIRE TEST STATION. SEE CORROSION PROTECTION SITE PLAN ON SHEET CP-1. CONSTRUCT 1-ANODE CATHODIC PROTECTION TEST STATION. SEE CORROSION PROTECTION SITE PLAN ON SHEET CP-1. RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN Tl IE TITLE 13LOCK ONLY AND HAS BEEN PREPARED IN PART ON THE llASIS OF INFORMATION COMPTLED AND F1JRNISIJl'.I) UY OTHERS. THE ENGINEER AND OWNERS(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAVE BEEN INCORPORATED INTO THIS DRAWING_ ACTUAL CONDITIONS Will VARY SOM!iWHATFROMTHECONDITIONS SHOWN HEREIN AND AT SOME IDCATJONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUJRED, THE FACILITY SHOULD BE FIELD LOCAIBD IN THE PRESENCE OF AN EMPLOYEE 0~ THE CITY /DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED_ I C-3411 MICHAEL SIN/\CORI R.C.E. 46214 IRVINE AVENUE WATER MAIN REPLACEMENT PLAN AND PROFILE t---t----1-:---------------t----t PRINCIPAL CIVIL ENGINEER 112010• JLB .&::. RECORD DRAWIN0 DATE STA. 9+94.00 TO STA. 20+00.00 ® 24" PIPELINE 08"48'38" 1034.00'' 159.00' 79.66' ~ ~ --~ 23231 SOUthPolmel>ri"8,5uite103 ~ -~,., C/VI'-~~ Laguna HIiis, CA 92653 (949) 768-2600 , , c~,c ~ /'_ DATE BY DESCRIPTION APP'D DESIGNED JPS DRAWN CADD CITY OF NEWPORT BEACH W-5305-S ~ OF Cll-6' (!3,,_ U 44497 1/Q/4, f._ __________________________________________________________________________ .L... _________ .L,_ _ _;~O.:J.:.E.:.C.:.~..;;;;.;;,;.;A.:.G:.:E:::.R.:._....:.R:.:C.:.E...:.:.N.:.O:... _DATE:.DA:.:.:.;E:,_ _ _J ________ ..:R.:E:..V:.:IS:.l.:O.:.N.:S:._ _______ .J..c_H_E_cK_E_D_J:.:L:.:B..L_0A_T_E....:.o...:7 /o4:.........L __ P_u_B_L __ Ic __ w..:O.:.R:..K.::S_D:..E:.P..:A.::R __ ™.:..:E:.:N..:T _ _J_:SH:.::E::E:.:T_:5..:0:F_:34.:.._J / -0 "" • "' N 3' ~ :r: u, ,;; '-' z ! 0 0 Cl'. 0 ' - • ' • 'f .. -r i ---- le--~--l 'l 20 - -- STA. 20+ 78.81 - - r --.. -1 -.. ' --' ,. n, iiff ' ' -' - ·•·•-• ••· ·v ~-•-••w.,, •• ' ' 21 ANNIVERSARY LANE -:--- ~ I ---! T t- iii ii i=F ijii ' I 22 FOR CONSTRUCTION SEWER FORCE MAIN SEE SHEET NO. 16 - -I -f ' ' -~ --F-~-C~" '""" ~~ -~ .. --s ~ j II: ---- OF - '- i; * I- • ' ff 23 i, '" - --- -- -i"..:' I -+- "' z ' --I ----. ii T, ! ' 1 1 u -- . f---. -... 24 l --"" -Mm l. J -. - • STA. 23+95.DO 10 INST~LL 8' PVC (SCH 80) ELBOW (TO EXISTING 38" STORM DRAIN) • - ,f .. - 1 -- T ' I I i ' I I. ; -+-! I I ' - -,-- 25 & ST A. 24+57.89 BC -_, I ! ! 1 -+ l t -i --1 -.. _J --[__ -I d " .. f- -l---_,_ _]_ -_t-- --1 I " - L __ + - ' .L :_- t I - --- • ·•-!-· ; ' • ,. • C'"" "°•a" -- -_f------- , l -- -+ ~t --I ---1 • 1 I I SCALE HORIZ: VERT: 1"=40' 111=81 . - -,--- -- 27 ' i ' --t :_ I ------- ----- ' ---- ( 611 -. 411 PERFORATED DRAIN 2 \.::,_f_J ----.. I ' ------- I ' -·---t • ' f I -.;J-I -__ !__ 28 -- ----- --- t I i 1 l - ---___ _j__ = £ 2411 DOMESTIC WATER MAIN ,..=-::....;:..,___:::;_;:;.,.a==-:=--'-'--=---'-'--'-''-'-=.:....:C--==:.....:.;::..:...;:....i 1 i;l '.5-CURVE DATA 'l~Ess,~ -•·· ---·- ----,-. -- _,_ I I ' ___ :. 29 SCALE: 1 "=40' , ------l-: • -- ' ' I --- I- .. -----I \ " ----·' . ,. ' ff II I ... _:_r : ,., .ft TO DE • • ' -C CONSTRUCTION NOTES 0 CONSTRUCT 24" CML&:TW STEEL PIPE (1/4' MIN PLATE THICKNESS) TRENCHING AND BEDDING PER DETAIL /'J\ &_ ,,,---.....,........,-·---8" -\.11./ ~ © INSTALL--+LPERFORATED PVC (SCH 80) PIPE WRAPPED IN 3/4' -CRUSHED ROCK PER DET AILEB A --- --6 -,,_ --'It.. / - INSTALL 24' FLG BFV (CL 250) PER CITY OF NEWPORT BEACH STD-510-L-C AND STD-511-L. INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF NEWPORT BEACH STD-500-L (J-3765R). CORROSION PROTECTION REQUIREMENTS PER SHEET CP-1. REPLACE TRAFFIC SIGNAL LOOPS PER PROJECT SPECIFICATIONS. INSTALL 2" AIR AND VACUUM RELEASE VALVE ASSEMBLY PER CITY OF NEWPORT BEACH STD-515-L. CORROSION PROTECTION REQUIREMENTS PER SHEET CP-1. INSTALL PLUGS, THRUST BLOCK, ANO ABANDON EXISTING WATER MAIN AT NEAREST ACTIVE CONNECTION. EXISTING WATER MAINS ARE TO BE ABANDONED AFTER NEW MAIN HAS BEEN PLACED IN SERVICE ANO ALL SERVICE LATERALS FROM THE OLD MAIN HAVE BEEN TRANFERRED TO NEW MAIN. ABANDON EXISTING VALVES IN PLACE, BACKFILL VALVE CANS, REMOVE VALVE COVERS AND REPLACE EXISTING AC PAVEMENT. ABANDON AT NEAREST VALVE AND REMOVE EXISTING FIRE HYDRANT LATERAL AND FIRE HYDRANTS. CONSTRUCT 1-ANODE CATHODIC PROTECTION TEST STATION. SEE CORROSION PROTECTION SITE PLAN ON SHEET CP-1. APPROVED RECORD DRAWING THIS 18 A H:EC()RI) l)J.:AWING 01' ·nrn1•ACIL1TIES IDENTIFIED IN 1HE TITLE BLOCK ONLY AND HAS REEN PRFPARhlJ IN PART ON 1HE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER AND OWNERS(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH IlAVE BEEN INCORPORATED INTO TIDS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM TIIE CONDITIONS SHOWN HEREIN AND AT SOME LOCATIONS 1HE VARIANCE MAY BE LARGE. IFTIIEPRECISELOCATIONOFANYFAC!LlTYIS REQUIRED, TIIE FACILITY SHO\TI,]) BE F1ELD LOCATED IN 1HE PRESENCE OF AN EMPLOYEE OF 1HE CITY I DISTRICT OR THE CJWNER(S) 01• Tl 11\ IJTlLITJESlNVOLVED. I C-3411 § NO. DESCRIPTION ~ R L T ~ .. ~'l11 L Ho"'~ DflNIII, ........... NCI ~ Ii'~ ,;;_ -2/05 JLB & REVISED PIPELINE ALIGNMENT MICHAEL SINACORI R.C.E. 16214 0 © 24" PIPELINE 10'25'03" 1034.00' 188.00' 94.26' W No. #187 ~ t--+---,F.=--------------+--1 PRINCIPAL CIVIL ENGINEER IRVINE AVENUE WATER MAIN REPLACEMENT PLAN AND PROFILE ~ ® e._ 3/Jl/06 "' Consulting Engineers 1120/06 JL/!J A RECORD DRAWING DATE ~ 0 24" PIPELINE 24°24'52" 1038.00' 442.31' 224.56' lf' ==~ ... 23231 southPointeDriw,Suite103 ~ -·"" C \. ~ Laguna Hills, CA 92653 (949) 768-2600 :3 ~r.,!f /VI " ~R,. l, DATE BY DESCRIPTION APP'D DESIGNED JPS DRAWN CADO OITYQF JIEWP0RT BE.NJH W-5305-S :5. IJ' c,i..~ PRJECT~R R~~~-'ft1T~ & 1--~-~----R-E-V-IS-IO_N_S ______ _.__-+-c-HE_C_K_ED_J_LB-+-D-A-TE_07_/_04--, PUBLIC WORKS DEPARTMENT SHEET 6 OF 34 "---------------------------------------------------------------------------------'-----------'--=~----------------.!....---------------------L...----..L.----....L--------------.l...------.J STA. 20+00.00 TO STA. 29+00.00 r- "' "' ' 0 II f-<( f- 0 _, (L 1-------- 20 ---+---+-• f-·· l -! -~--l . i-+ j -~ L:r=.L • -1 . i --f-;. ,_ -. 21 22 Ir= i , 1 • -!I. ' ' FOR CONSTRUCTION OF SEWER FORCE MAIN SEE SHEET NO. 16 CONNECT 4• DRAIN TO EXISTING CATCH BASIN AT CENTER OF NORTH 23 STA. 20+76.61 BC WALL, ABOVE EXISTING 24" SD WITH 6" MINIMUM CLEARANCE / NO. DESCRIPTION © 24" PIPELINE 24" PIPELINE ' ... i j .i. t . • ' ____j___• -+--__ , __ --:----~ -- ' ' .------+ ---, r~· -i-------~----t------{ \ 24 l i ) ' ' i f _ ·r--1 + . ' r i MESADRIVE STA. 23+95.00 10 CURVE DATA L T 10"25'03" 1034.00' 188.00' 94.26' 19°12'15'' 1031.001 345.57' 174.42' 25 4" SCALE 27 28 HORIZ: VERT: PERFORATED DRAIN 2 2411 DOMESTIC WATER MAIN ~=-..:--=-=.:.:,:==-..:....:-=-:..:....::....:...-=----==--=---=----.:..:..:.:....:.:..:....:'----( 1 z> 29 ,-J1fLH_:_ -i---- SCALE: 1"=40' CD ! ➔•• . t. •_ ···! •• .I. .... -!--- I NOTES CONSTRUCT 24" CMl..&TW STEEL PIPE {1/4" MIN PLATE THICKNESS) TRENCHING ANO BEDDING PER DETAIL (3\ Qy INSTALL 4• PERFORATED PVC {SCH 80) PIPE WRAPPED IN 3/4" CRUSHED ROCK PER DET AILEt1 INSTALL 24" FLG BFV (Cl 250) PER CITY OF NEWPORT BEACH STD-510-l-C AND ST0-511-L. INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF NEWPORT BEACH STD-500-L (J-3765R). CORROSION PROTECTION REQUIREMENTS PER SHEET CP-1. REPLACE TRAFFIC SIGNAL LOOPS PER PROJECT SPECIFICATIONS. INSTALL 2" AIR ANO VACUUM RELEASE VALVE ASSEMBLY PER CITY OF NEWPORT BEACH STD-515-L. CORROSION PROTECTION REQUIREMENTS PER SHEET CP-1. INSTALL PLUGS, THRUST BLOCK, ANO ABANDON EXISTING WATER MAIN AT NEAREST ACTIVE CONNECTION. EXISTING WATER MAINS ARE TO BE ABANDONED AFTER NEW MAIN HAS BEEN PLACED IN SERVICE AND All SERVICE LATERALS FROM THE OLD MAIN HAVE BEEN TRANFERRED TO NEW MAIN. ABANDON EXISTING VALVES IN PLACE, BACt<f'ILL VALVE CANS, REMOVE VALVE COVERS ANO REPLACE EXISTING AC PAVEMENT. ABANDON AT NEAREST VALVE AND REMOVE EXISTING FIRE HYDRANT LATERAL AND FIRE HYDRANTS. CONSTRUCT 1-ANODE CATHODIC PROTECTION TEST STATION. SEE CORROSION PROTECTION SITE PLAN ON SHEET CP-1. APPROVED I C-3411 'l~ESS/~ {$..,<,,'I'" L ho_.,~ ~"Lt::, <.:,.,_ f----+--+-----------------+---1 ~/ MIY,Aff""S'Nj!:ORI V R.C.E. 46214 IRVINE AVENUE WATER MAIN REPLACEMENT PLAN AND PROFILE f----1---+-----------------+----! PRtNCIP),-(iVIL ENGINEER OATE "'I• IO •O't-STA. 20+00.00 TO STA. 29+00.00 -"":lo ,---.;z:. f.3 No. 44497 J:: "' .,,,_ J/31/0A "' Consulting Engineers Jf 2323.t _~ Pointe Drive, Suite 103 DESIGNED JPS DRAWN CAOD -~!f CJV\'~~ • Laguna!.HJl~A92653 [9491768--2600 APP'D W-"~'"'-S / ~'.j < / ( / ,-DATE BY OESCRlPTION CITY OF ~ BEACH _., --- 8 q-ci.i-1--, ., ,.......,, ,-< -44497 f /'il/44 3-I -PRC JECT MANAG~ RCE NO, DA7'E REVISIONS CHECKED JLS OATE 07/04 PUBLIC WORKS DEPARTMENT SHEET 6 OF 34 I L..------------------------------------------------------------------------------------------------------''-------------...i.--.:..\_.,{.. _____________________ L.. ___________________________ 1,.'' ------..1..------.1..-----------------...iL..--------J i. i I'-' .s .. 8 • 0 0 - ---t_-__ _ I - • • -i- - 29 : -- I . - ' l -i J ' --. .,-·r ---~ .. r-·--"•'" ~-•,,.~ .. ~ »-" --· ' -·, ~ 0 " ---~" --., _,_-r}• ~, --· .. -"•-· ''·"-,_ -~ .--i--." ~· ··=-~ .-,-. ,,,... • -, ..••• , ··•·r. - ,_ - ' i-----'.. • -j - CCC ----- - I .30 .31 ' . ------------ - - ! -- - ---I· _;_ .. • - ' .32 ------- • --: < ---.. i ! -- i ! I . -- - ----- - l ~. .. . , I.: .. --J j -- J --I , .33 34 I • ' ' . --- ' - ' i ' I --,---I - i f-' 1 --1. -l .. • --1-- + ---- ' - I T ' ' l ' I -i -'-- • l --I ' -1 ' . • - =+-: r, • ,· -I· ,- -- 1 . ---l I . -_ ----- -- SCALE HORIZ: ... ---- ' i -, i - ------j -- 40 ' -- - - -!. 41 I . . -. I. • i ' _ __:____:_ - ' ! - I I ' ' ' J . :, .... - ---~-----~-" ~-.,.. ---~-" "''"''~ ~"" === .-., ' - - ' --,- - _J __ _ - --- _---,_:_ 42 VERT: 1"=40' 1"=8' 2411 DOMESTIC WATER MAIN , t-==-.;'---==--=c==-=-=--'-'=-=--=.!..!...!.-'-'=-.:.-=--~~.e!...!...., 001'1S I RuCTION NOTES f- <( f-0 ...J a. E 0 "" 0 "' "' ~ " 0 "' ~ ., ~ ~ " z ! Cl Cl "' 0 u w "' / o> • "O / 00 C 0 ~ 2411 DOMESTIC WATER MAIN 1 )-='-'---=-===-=-.:..:.=-___::.:..:..:...~~!...-!.!.!.~~- N 6S-234 '14 "E STA. 29+84.28 EC r... STA. 33+81.36 EC L!1J. A. 42°55'07" LT IRVINE AVENUE CURVE DATA ~ESSJ~ NO. DESCRIPTION t::,, R L T //~,,,'~~ L a., ~ ~., ?\''f> 15 ST A. 40+50.00 ( "'\ ""~ "'-DJ 24" PIPELINE 4°39'0B" 1038.0o' B4.2B' 44.53' j No. 44497 ~ Q.. ~ 3 ,..... "' Consulting Engineers z D G) SCALE: 1"=40' © CONSTRUCT 24" CMLtkTW STEEL PIPE (1/4" MIN PLATE THICKNESS) TRENCHING AND BEDDING PER DETAIL ffi w INSTALL 6" PVC AWWA C900 (CL 200) PIPE AND FITTINGS. TRENCHING AND BEDDING PER DETAIL ffi w INSTALL 24" FLG BFV (CL 250) PER CITY OF NEWPORT BEACH STD-510-L-C AND STD-511-L. INSTALL 6" FLGxMJ RWV (CL 200) PER CITY OF NEWPORT BEACH STD-510-L-C AND STD-511-L. INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF NEWPORT BEACH STD-500-L (J-3765R). CORROSION PROTECTION REQUIREMENTS PER SHEET CP-1. ABANDON AND REMOVE EXISTING AIR AND VACUUM RELEASE ASSEMBLY. INSTALL PLUGS, THRUST BLOCK, AND ABANDON EXISTING WATER MAIN AT NEAREST ACTIVE CONNECTION. EXISTING WATER MAINS ARE TO BE ABANDONED AFTER NEW MAIN HAS BEEN PLACED IN SERVICE AND ALL SERVICE LATERALS FROM THE OLD MAIN HAVE BEEN TRANFERRED TO NEW MAIN. ABANDON EXISTING VALVES IN PLACE, BACKFILL VALVE CANS, REMOVE VALVE COVERS AND REPLACE EXISTING AC PAVEMENT. ABANDON AT NEAREST VALVE AND REMOVE EXISTING FIRE HYDRANT LATERAL AND FIRE HYDRANTS. INSTALL BURIED FLANGE INSULATING KIT AND 4-WIRE TEST STATION. SEE CORROSION PROTECTION SITE PLAN ON SHEET CP-1. CONSTRUCT I-ANODE CATHODIC PROTECTION TEST STATION. SEE CORROSION PROTECTION SITE PLAN ON SHEET CP-1. APPROVED RECORD DRAWING rms IS A RECORD DRAWING OF THEFACILlTIES IDENTIFlED IN TIIE TI1LE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER AND OWNERS(S) WIJ ,I. NC ff RE REST'ONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WlllCH HAVE BEEN INCORPORATED INTO TIIlS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWIIATFROMTIIE CONDIDONS SHOWN HEREIN AND AT SOME LOCATIONS TIIE V ARJANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILHY IS REQUIRED, TIIE FACILITY SHO!JT ,I) BE FIELD LOCATED IN TIIE PRESENCE OF AN EMPLOYEE OF THE CITY I DISTRICT OR TI!E OWNER(S) OF THE UTILITIES INVOLVED. I C-3411 2/05 JLB & REVISED PIPELINE ALIGNMENT MICHAEL SINACORI R.C.E. 46214 t---+---t==:=--------------+-----1 PRINCIPAL CIVIL ENGINEER IRVINE AVENUE WATER MAIN REPLACEMENT PLAN AND PROFILE 1120100 Jt.t, £_ Rt!:CORO ORAWIN0 DATE STA. 29+00.00 TO STA. 41+56.93 -'It!!/ 24" PIPELINE 21°14'31" 1031.00' 3B2.24' 193.34' Jf ..,. !2!.!!!'!.. /. 23231 SouthPointel>rive,Suite103 ,:; © ~"' CIV\\.~..., Laguna HIiis,~ 92653 (949)768-2600 0 24" PIPELINE 07°36'59" 1024.00' 136.12' 66.16' ~,, ~ ' ~ (/,., DATE BY DESCRIPTION APP'D DESIGNED JPS DRAWN CADD OITYOFNEWPORT'BEACH W-5305-S 7-~ Cll,I • '~ 44497 'flt"' & t--~-~~--------------L----1-----+------l :r: ,.._ __________________________________________________________________________ L ____ _:_ ____ _L~'-.::..,!P~O~J::E_:C2:l'~~~G~E:R:.__!R~C~E_!N~O:,_. -~D~TE:,_=:J ________ ~RE~V~l:,S~IO~N:S:..._ _______ j_~cH~E~C:KE~D~J~L~Bi~DA~T~E~07~j,~0~4~-~P~U~BL~IC~W~O~RK~S~DE~P~A~R~T~M~E~N~T:_j~s~HE~E:T~7~0~F~3~4J ii --- + .. ' j - --<----1---I l I I -1 1 _j_ __ J_ _ .. --i--j: .... _ I I i i -- I -, ' I ' t -i --t ---------).1 --f ·:1:--t i ! I ' :--- t .. l --·-:j_----_ r--- ' --f -• ~-f -l. ' : l ·--1= --j __ -, --r ··t- i--1 _; -_ : • 1 I -1 -----------;- :--- . --i- I -;---i -1----r -.. i •• f -L- -----i----- j -= ----~ _:·.+--. -i -+-----+----- ~ -~-t--: ---... . ' --l ---½-· - ' i f --('"=-\; ' ' ' ' -----+ --f. --- ' f . ----!---+- ' '! i ' l j -' ----+----i· ' +-- -----'- ' -+ --t--T I .-----2&--"-'" __ ,_ - ~ ' 1 t 01 --- ----- -- . ' -'-f· ·- --·-----·- _,_ -- -·--.. --.,.-, .. -.. , .... f---.--------+ - -l- . --- ---' .,, --••.. --1 • - -·t I -- ' ------i---- -- ··--·--·\-- --+---i •• , : --- . -1-· - I --+ -----Tr--. -----__;_. ' -----r····:···t--::J·-::· :_--.: - . __ 1-··___,··---.-+-·, --4-+-~-+-j ... :_, --_, _ _,__, ---- ... -. --i-----,- i --- . _, -------f- ____ , -, --I ~ . --- t-·- - ----., - --+--- -+- ,_ t-· _, -- ---- + -- ' ·-. t· - . -, ' ---1--I --- -t- '-::........; -.r---=:--_-_-,------·- --f---- (·· .. -, --f. --I - ( I ----,-. j -f 7 ,' -1= 1 j' fl I --t -' I I -~ ' -' --! ' .. ' . I l ---i _ -i r -l --l l f I - I ' r· f-]_ J ---1=--···r··· • --r-' L ' ---------i L ' -' -----r -- --1--------- ' 1------- --_-:_:j: • -~-. •• ---.. --. ---.. -----..... -- " "' "' ' D II f---" f--- 0 _J a_ E □ -... <ii ... 0 d ' "' 0 ~ • '< "' ~ ~ 29 --·-··· --·· ------- 30 31 2411 DOMESTIC WATER MAIN 1 }-="--'----'=-=-==-"'--'--'-'"----'-'-"-'--'-'='-'----'='--"'-'-"-> ... o. 32 - I i j L i I ---.---, 33 34 STA. 33+35.00 (23'± WEST) RE;MOVE TO NEAREST JOINT 01!! ELBOW AND CONNECT N46"43'3B"E TO EXISTING 6' DIP STA. 33+85.54 EC 4 42°54'44" LT IRVINE AVENUE I I SCALE HORIZ: VERT: 1"=40' 1"=8' ' 40 15 STA. 40+50.00 ~ CURVE DATA v1t0fESS/a,;-) ? '$: vii I. d:'-"'I( ~ NO. DESCRIPTION I::,. R L T ~1,0,"-O;. ~ /II c..,.;1 ~- ·:::~,-~. ,-'.~"'--.j \C:>-~",<·,-,. DflNlj .,.~ .... RING § ® 24" PIPELINE 26°58'58" 1D31.00' 485.54' 247.36' ~ No, 44497 j1;\ " --"· i. 3' "",. e,.,. 3131/llll "' Consulting Engineers ~ © 24" PIPELINE 07°36'59"' 1024.00' 136.12' 68.16' ,.-23231 South l'ainteDrive.Suite103 / ~~ CiV\\.~'t:: d,j=CA 92653 (949)768-2600 ----- -------- .. j --+---t--_ _,_ ~ -4-- t t ' I ---,-• --f---+--t - -+-I --$---+ -+---t- ... --.. -, -- I j ! c--..... ----' ---I j-- ------' ---- t----+- l i -l----- ' ' I ' I --!----,-' -, +- ---+---1------1 ---! --__ :,_ __ _ -r -- ... i-... -- -f-· --- ·ic I f l _j__ f--J-_ ... 20 ' ' ~- -, --·· -· f-· 0 r---------------+- • -.. ' . j ' ----4 ----! --1-----1-- ·-t--- 41 -I ---- --- ' , __ --1- -j 42 z D SCALE: 1"=40' WATER MAIN X CD CONS I RUCTION NOTES CONSTRUCT 24" CML&TW STEEL PIPE (1/4" MIN PLATE THICKNESS) TRENCHING ANO BEDDING PER DETAIL ffi QD INSTALL 6" PVC AWWA C9DO (CL 200) PIPE ANO FITTINGS . TRENCHING ANO BEDDING PER DETAIL ffi QD INSTALL 24" FLG BFV (CL 250) PER CITY Of NEWPORT BEACH STD-510-L-C AND ST0-511-L. INSTALL 6" fLGxMJ RWY (CL 2DO) PER CITY Of NEWPORT BEACH STD-510-L-C ANO ST0-511-L. INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF NEWPORT BEACH STD-500-L (J-3765R), CORROSION PROTECTION REQUIREMENTS PER SHEET CP-1, ABANDON AND REMOVE EXISTING AIR AND VACUUM RELEASE ASSEMBLY. INSTALL PLUGS, THRUST BLOCK, ANO ABANDON EXISTING WATER MAIN AT NEAREST ACTIVE CONNECTION. EXISTING WATER MAINS ARE TO BE ABANDONED AFTER NEW MAIN HAS BEEN PLACED IN SERVICE AND ALL SERVICE LATERALS FROM THE OLD MAIN HAVE BEEN TRANFERRED TO NEW MAIN. ABANDON EXISTING VALVES IN PLACE, BACKFILL VALVE CANS, REMOVE VALVE COVERS AND REPLACE EXISTING AC PAVEMENT. ABANDON AT NEAREST VALVE AND REMOVE EXISTING RRE HYDRANT LATERAL AND FIRE HYDRANTS. INSTALL BURIED FLANGE INSULATING KIT ANO 4-WIRE TEST STATION. SEE CORROSION PROTECTION SITE PLAN ON SHEET CP-1. CONSTRUCT 1-ANOOE CATHODIC PROTECTION TEST STATION. SEE CORROSION PROTECTION SITE PLAN ON SHEET CP-1. I C-3411 t---+----l---------------+----i ;°]JJ; IRVINE AVENUE WATER MAIN REPLACEMENT PLAN AND PROFILE ~l9"A£l/llNAC9"I ' R.C.L 46214 t---+---+----------------+----1 P~INCIPA\.._ ,..,../ ENGINEER DATE "I •IO •O°': DATE BY DESCRIPTION APP'D DESIGNED JPS DRAWN CADD REVISIONS CHECKED JLB DATE 07 /04 STA. 29+00.00 TO STA. 41+56.93 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5305-S SHEET 7 OF 34 ~ ~ C~\.\ ~ (~ER R~~~-~ I ___________________________________________________________________________________ _..._ __________ .._ ____________________ _._ ______________________ _., _____ .._ ____ _. _______________ .._ ______ ...., .-------. l'-:;i ' a -II -f- <( f--- 0 ...J o._ E 0 O> SO? O> "' ~ '--0 "' • " i (/) ,;;; '-' z ! 0 0 ~ ,, ... ,.,.-50--,-" ,,,_ .,., ,,,, - - - - l . " --- _J____ .. ' F ' 1----t---- 41 -,- -- -- -- - = , -" -+--- - I • ,,------- - --' iU - 42 ----•- I ! - ' -I -f -i i - L.:__ -'. --- - '----,- '--- --- -+ -- -- t- -~-' ----t· -,-,. ,----I --------- ----,--- -_ r I I 43 44 I - ' ----t ,_ --_, - - .L -- - I l ----. : i-- - - ,. -' ' - I ' - I .. -- I -- J - I -+- ' - I ' -4----1-----1------l r ---- --~ ~-: -· ' - ~ ! I --L-, I I ! = - - C-- ~ - ~ -____ ,_,.._., ""'' ·--~--. - - ' ' - : -i--------~ ;. . -,--... --,___ ' --,-r i -, I - ' L. ' '----.. -----·-· •. ,_,. __ -~ --~~-1------~-, .. , --,---! I I ,-_ -. ,. " ==1-: -- I-+-- '' - f- --i 45 15 STA. 46+50.00 v ,Y -.--.STA. 46+58.00 ~ • 8 113' INSTALL 24"x6" TEE {PExFLGxFLG) - ' ' - ' 46 ·---- -- + J I -' --- ' - i - -- • SCALE HORIZ: VERT: '-+-- ' " -+- I : I - - i 48 ORCHARD DRIVE STA. 47+02.00 '---"~~------~--~--. 6 INSTALL 24"x8" TEE (PExFLG) AND REMOVE EXISTING 8" VALVE AND CONNECT TO EXISTING 8" PVC WATERLINE IRVINE AVENUE f;l CURVE DATA ~rss,~ I ---,-,--- --+----- -+ -- i - -+- - : -I - 49 t--- - ' :.......l_ I ' - - +- ' --+ - ----+ . -!---------r - ,---. ' : = .~---""• • -· -----~---•r•;:;;;-__ o-,o<, ~•--·••»·---+--,·--t·· '".,..,,-, = = \ -+ = i -- ------+-i -------;--c - j " -t- ' ' 50 51 J SCALE: 1"=40' RECORD DRAWING rms IS A RECORD DRAWING OF HIEFACTl,JllES mF.N rIF1ED IN TI-IE TilLEilLOCK ONLY ANllHAS BEEN PREPARED IN PART ON Tilli 13ASIS OFTNFORMATION COlvWILF.1) AND F1JRNT8HED BY OTlffiRS_ TIIE ENGTNEEJ~ AND OWNERS(S) WIT L NOT RR RESPONSIBLE FOR ANYERROR(S)OR OMI8SION(S) WHICH llAVEilEENTNCORPORATED TNTO Tf-lTS DRAWING. ACllJAL CONDITIONS wru, VAR y SOMF'.WHA T FROM THE CONDTTIONS SHOWN HERECN AND AT SOME LOCATIONS THF VARIANCE MAY ilE LARGE_ IF THE PRECISE LOCATION OF ANY FAC!LITYIS REQUIRED, THF. FACII.JTY SHOlJLDBE FIFLDLOCATED INTI-IE PRESENCE OF AN EMPLOYEE OF THE CITY /DISTRICT OR JUE OWNER(S) OF THE UTILITIES INVOLVED, APPROVED - - - cc ' --,-1 c -- " F -- -- - - - --- ~~ >~-~-~• a-'-=• -••,-.-.> ~ ,.~ ~--;--··o•· '"~,-~ ~~• - ,_ ' ' --i l -__ -- = -- 0 0 ® @) - , -½--·. + -' - - - . --· --- - - -,_ ' 52 001\1S I RUCTION 1\10 I Ed CONSTRUCT 24" CML&TW STEEL PIPE (1/4" MIN PLATE THICKNESS) TRENCHING AND BEDDING PER DETAILffi \JD INSTALL 8" PVC AWWA C900 (CL 200) PIPE AND FITTINGS. TRENCHING AND BEDDING PER DETAILffi \JD INSTALL 24" FLG BFV (CL 250) PER CITY OF NEWPORT BEACH STD-51D-L-C AND STD-511-L. INSTALL 8" FLGxMJ RWY (CL 200) PER CITY OF NEWPORT BEACH STD-510-L-C AND STD-511-L. INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF NEWPORT BEACH STD-500-L (J-3765R). CORROSION PROTECTION REQUIREMENTS PER SHEET CP-1. REPLACE TRAFFIC SIGNAL LOOPS PER PROJECT SPECIFICATIONS. INSTALL 2" AIR AND VACUUM RELEASE VALVE ASSEMBLY PER CITY OF NEWPORT BEACH STD-515-L. CORROSION PROTECTION REQUIREMENTS PER SHEET CP-1. ABANDON AND REMOVE EXISTING AIR AND VACUUM RELEASE ASSEMBLY. INSTALL PLUGS, THRUST BLOCK, AND ABANDON EXISTING WATER MAIN AT NEAREST ACTIVE CONNECTION. EXISTING WATER MAINS ARE TO BE ABANDONED AFTER NEW MAIN HAS BEEN PLACED IN SERVICE AND ALL SERVICE LATERALS FROM THE OLD MAIN HAVE BEEN TRANFERRED TO NEW MAIN. ABANDON EXISTING VALVES IN PLACE, BACKFILL VALVE CANS, REMOVE VALVE COVERS AND REPLACE EXISTING AC PAVEMENT • ABANDON AT NEAREST VALVE AND REMOVE EXISTING FIRE HYDRANT LATERAL AND FIRE HYDRANTS. CONSTRUCT 1-ANODE CATHODIC PROTECTION TEST STATION. SEE CORROSION PROTECTION SITE PLAN ON SHEET CP-1. C-3411 ~ ~ ,.,~~ L "o @ i NO. DESCRIPTION !::,,. R L T t;;'f t-1---1---+----------------;----, MICHAEL SINACORI R-C.L 46214 L--1.---1---------------+---I PRINCIPAL CIVIL ENGINEER DAT[ IRVINE AVENUE WATER MAIN REPLACEMENT PLAN AND PROFILE STA. 41+56.93 TO STA. 51+26.18 ~_§a. ® 24" PIPELINE 56°53'58" 976.00' 969.25' 52B.82' ~' .~ .. J~,'! 3 Consulting Engineers 1/20/06 .)LB £ RECORD ORA WING .r -- - .,,, 23231 SOUth Pointe Driw,, Suite 103 · 30"-- ✓ _ Laguna Hills, CA 92653 (949) 768-2600 DESCRIPTION APP'D DESIGNED JPS DRAWN CADD CITY OF NEWPORT BEACH W-5 ..-S ;" ~,._ C/VI\. ·•· ~ ~ a DATE BY ~ "OF' C/l-X /,. ft 44497 •/17/o{. REVISIONS CHECKED JLB DATE D7/0-4 PUBLIC WORKS DEPARTMENT SHEET 8 OF 34 !L ____________________________________________ ,.... _____________________ J_ ___ =:::. __ _J_~~P~O~J!U:~~W!f,l~~~A~GE:!R:.__!R:,CE~N~O'.:,_, _DATE~~E~-l..-------~~~=--------...JL __ =:..L.--_;_-L------------...1...-----... I ) ' ' ' .. . '. . • " l I ' I s -+ ---,- ' -r---I---__ .. t -- --- ---"-I . ~----.--•. . ' --.,_,. . ,,. , .•••. ,--.-Tj -_,' -•= ·-,.-. , .... <,,., ~---=--,,., • .,:.,;~ ~i., -. ,----,"" II >-0 _J a. -0 r "O "' ~ Cl: ;?; "' z ! 0 0 "' 0 ' -~e----' -- F - - - I • ' 51 52 ' ll -----. -··' ... I -- - --~•<•o± .~,-.,•• ~ --• • , •""'-' >.a·•••· ~-"· ,o,cs•~---;,j-~"-'"~--,7..,,,~•-~~ --'"~~ ., •• ,. ·=•· ••• .~, .~~--- --' : t ' .. , ___ . 53 I '-_,, ST A. 52+50.00 1 STA. 51+75.00 r-I-.-, INSTALL 24"x6• TEE '~ ~' (PExF'LG) ' ; !. i ~ i . .... a 0 ' ,_ ___ •"".~~·•~a-,sc,. ·• • ~~" • •• • ;J, -~ 54 I I - + --< .-. • • -i . ( _, " ,; - I ' -1 ---- ' 55 ~ -... -C - ' ' ' ' l L , !-- - I 56 ' I -- ------I -I -l----- ' i ! --I- ' + ·-----.. SCALE HORIZ: VERT: 1"•40' , "=8' 24" DOMESTIC WATER MAIN 1 -v , STA. 58+10.00 ~•_!' INSTALL 24"x6" TEE (PExFLGxF'LG) 15 STA. !58+2!5.00 IRVINE AVENUE J 00~~ ., r NO. DESCRIPTION t::,. R L T '{$1<,,</~ L 8o e~ ~ ~~ ~~ c fG) 24" PIPELIN 15°29'06" 600.00' 162.16' 61.56' --. N 4-4497 <" j ~ ...,_ 3/31/rll u i ' 58 _J __ L • ___ ,_ --. I ' •• •-·•·---•------~ ·'•"'·"· ., •• •·--~1- I STA. 59+23.53 4 25"19'29" LT 1 - - -i ·t·--- 59 DflNllt loll:l'ln .. RING ,_. ---. ··--. --. = -,. I ' ---: ••1• •-• •-•••• .-.-.-.-.,.~--• ~n• ~--~ ~-~,-~ .. --•~ ••·= •• :"~= ~• ' ' ·4 J ! - -' -_ --- i ! . •••<•= ~~;r~ -•-• =•=• -=•• --•-I-ca,- -- . ,. ------ --- -Lt-'I ~ --- -, ,-_ I ' - I N.·,,t. i ; ... f -----------------------------•-40 +- • -' -+ ' - - - - - -le •• ----- i 60 0 SCALE: 1"=40' BRISTOL STREET @ --, __ . COI\IS i tWCTION NO I t:$ CONSTRUCT 24" CMLt:TW STEEL PIPE (1/4" MIN PLATE THICKNESS) TRENCHING AND BEDDING PER DETAIL ffi QP INSTALL 24" FLG BFV (CL 250) PER CITY OF NEWPORT BEACH ST0-510-L-C AND STD-511-L. = -- --- --- INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF NEWPORT BEACH STD-500-L (J-3765R). CORROSION PROTECTION REQUIREMENTS PER SHEET CP-1. INSTALL PLUGS, THRUST BLOCK, AND ABANDON EXISTING WATER MAIN AT NEAREST ACTIVE CONNECTION. EXISTING WATER MAINS ARE TO BE ABANDONED AFTER NEW MAIN HAS BEEN PLACED IN SERVICE AND ALL SERVICE LATERALS FROM THE OLD MAIN HAVE BEEN TRANFERRED TO NEW MAIN. ABANDON EXISTING VALVES IN PLACE, BACKFILL VALVE CANS, REMOVE VALVE COVERS AND REPLACE EXISTING AC PAVEMENT. ABANDON AT NEAREST VALVE AND REMOVE EXISTING tlRE HYDRANT LATERAL AND FIRE HYDRANTS. INSTALL BURIED FLANGE INSULATING KIT AND 4-WIRE TEST STATION. SEE CORROSION PROTECTION SITE PLAN ON SHEET CP-1. CONSTRUCT 1-ANODE CATHODIC PROTECTION TEST STATION, SEE CORROSION PROTECTION SITE PLAN ON SHEET CP-1. APPROVED RECORD DRAWING THIS IS /\. RECORD DR/\. WING OF THE F AC!LmES IDENTIFIED lN THE TITI.E BLOCK ONLY AND HAS BEEN PREPARED IN PART ON TIIE BASIS OF INFORMATION COMPILED AND FURNlSHED BY OTIIllRS. TilE ENGINEER AND OWNERS(S) WILL NOT BH RHSPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHJCH HA VE BEEN INCORPORATED INTO THIS DR/\. WING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM TI-IE CONDITTONS SHOWN HEREIN AND AT SOME LOCATIONS THE VARIANCE MAY BE 1./\.RGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SH OULU l!E l'lliLU LUCA I HD IN THE PRESENCE OF AN EMPLOYEE OF THE CITY /DISTRICT OR TI-IE OWNER(S) OF THE UTILITIES INVOLVED. I MICHAEL SINACORI R.C.E. 46214 C-3411 ,--+--f---,--------------+----l PRINCIPAL CIVIL ENGINEER .JLI!, _£ RECORO ORAWING DATE IRVINE AVENUE WATER MAIN REPLACEMENT PLAN AND PROFILE STA. 51+26.18 TO STA. 59+33.53 1/20/06 ~o: \ E ;& ~ ~~g~g~ee~ -lf ii 23231 South Pointe Drive, Suite 103 i ~?l';:\~~ ~ La;•~••a 92653 ~~2&00 i/,Jfe{ DATE BY DESCRIPTION APP'D DESIGNED JPS DRAWN CADD -3-' (_'p~ JE,CT mn,•I\GER RCE NO. DATE REVISIONS CHECKED JLB DATE 07/04 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5305-S SHEET 9 OF 34 o:._ ______________________________________________________________________________ .1,,, __________ L.......;: .... ..:... ________________ .,_ ____________________ .....JL....----.i...----....L--------------.l-------.,I ' i ---" ----... --I - --------·--i· ---+ - ----- i +. f .. L • i_ --4---------'--- - ------ . --... -' ----;- ' I • ' I --- --_! __ - ---+ ' i ' 60 -- " "' "' ' 0 0 0 ' 0 -' "' 0 z -II I-.. 1-- 0 _J 0.. Cl 3 0 "' 3 0 I- I ;;J, Cl 3 0 / (fl z .. _J ? 0 - ----,)- ' . -__ , ··---j ----,-----" . - --!-- <•• ••~~ ~w,·~-,"' •" a•~-~~~'.""~'.+".'"'.""~:".':~~,,__-~-~-,~ •-•• -~-,,~r--a---~• --•-~•---···-~•~-~ -·_: l·:·:· -~,.;.~." n ~ ""'•' t• ~-"" "~'"""'•'·• --~-+----•" ,.: •• ,:., _.,, ""~•+•, , __ ---1- • ' i I .. , ii -- ' I ------ ---i- t --":. "o/~ ·t·· ✓----:+' ' -+ i ' -1-- -l i i . •t••-' ,j,,"v •"•" --, ,,, i r· --i-- 1 i i ' _J r l : - I : l --- +--' ' I ---, --l--t---t- I I r ~ I 1 ---::__::__::_-.:::::_-- I -1--f-J. ; ' ,---I---+ ' ' ----j- L •, •~ •~ >"--~.-, "'"'" a• ,•=a<> _ O">--,~-~•e·o,,,_~,,,M,.a,.J,_~~---S -.,,,_•e,~"-,-% ' ! . f----~-,--+--+-------_. --J-~ --i ! L f-··· - - -------+ ---r-------➔-f--· ---+---+---+---.L '. t-, 1 1 j ' ' -j_ -l -. --- ! . .. J ---i ----i-------1 ------, · -·r -----+ i t f +--+--+--+---+--+ I j I l-- i-----+--}-k ' ___ ... --+ f -----;---~-·1--------·-1 . • • .. ' -I -----r --1-t··--t t ----- ---------,-• -f -j---- ' -·-,~~,..... i=,=, .. E .. =E=--~•"·=-.. 1=""='"t"=' =! .. =--=· l=~~·=--t·= _-=t--=·~.,~=!~ .. =·=--t='=_t*=⇒--=-=--1=~~=-=t~=--=t_= ___ =!_, ,t:=~_=~-~-1=:=~ct:=•~~=!_ =·.e,=•f--=· -~!---=----,·⇒-_=--_-=-··-~":=:n!:-•=o~!=····--t-=! •• t:=_==1=:-=····r-="_-=!-_,_,=· _-=~•-'j"-1=' ·:··=-_-_t·:·=" --⇒"~ =~ :_=_ "Tt:=,--=~~:l::;=•-,=le_ ="·=1--t:=-=":~1=-~~=-:··1·=· C•=!-=:,.·,=:~i=lcc' _-tfcc""'"~=i:t-=-=-,1=1 ':=-:~tc/=:·-·=t1=,=':=-l=l=·=·ct:~ :=·-·=!::= __•='1=""'=·-t•=,o•~⇒-=·d.= _-t:="=-!:: ==1c''==1'= -l=_=_ 't''='=-~=t=l, ==l=_ =~ ⇒==l=--=-l=_=_ 't= __ --⇒, _= ___ =,It=,-. _= __ -:j= i'.=='r' -l '"' _, ___ _ ' ---71 ,-----,,_ -- ' L I -- • 60 BEGIN CONS I RIJCTlON ' 61 16 STA. 62+13.0± 16 STA. 61+72.0± 16 STA. 61+34.0± 62 FOR CONST~UCTION OF 21411 DOMEStlC WATER MAIN SIEE SHEET NO. 5 64 SCALE: 1"=40' --t I I _-_t -_i - I -r -r -- i .J_. SCALE HORIZ: 1"=40' VERT: 1 "=8' STA. 110+00.00 (8" PIPELINE) • STA. 10+08.00 (24" PIPELINt) 16 STA. 61+10.0± 811 DOMESTIC WATER MAIN 3 'IL --+'-r-lv 1 ' UNIVERSITY DRIVE FOR CONSTRUCTION OF 12" DOMESTIC WATER MAIN SEE SHEET NO. 20 END COI\.IS I RuCTlON ST A. 6~+26.00 12 REMOVE EXISTING 6" VALVE. CONNECT TO EXISTING 6" ACP WATER MAlij WITH LONG BODY TRANSITION COUPLING (PVC TO ACP) IRVINE AVENUE --+ - © @ ---- COI\.IS I RuCTION 1'1101 ES INSTALL 8" PVC AWWA C900 (CL 200) PIPE AND FITTINGS. TRENCHING AND BEOOING PER DETAIL ffi Qy INSTALL 6" PVC AWWA C900 (CL 200) PIPE AND FITTINGS. TRENCHING AND BEDDING PER DETAIL ffi Qy ' INSTALL 8" FLGxMJ RWV (CL 200) PER CITY OF NEWPORT BEACH STD-510-L-C AND STD-511-L. REPLACE TRAFFIC SIGNAL LOOPS PER PROJECT SPECIRCATIONS. -' INSTALL PLUGS, THRUST BLOCK, AND ABANDON EXISTING WATER MAIN AT NEAREST ACTIVE CONNECTION. EXISTING WATER MAINS ARE TO BE ABANDONED AFTER NEW MAIN HAS BEEN PLACED IN SERVICE AND ALL SERVICE LATERALS FROM THE OLD MAIN HAVE BEEN TRANFERRED TO NEW MAIN, ABANDON EXISTING VALVES IN PLACE, BACKRLL VALVE CANS, REMOVE VALVE COVERS AND REPLACE EXISTING AC PAVEMENT. INSTALL 1" DOMESTIC WATER SERVICE METER PER CITY OF NEWPORT BEACH STD-502-L. 1\.101 ES 1. ALL BENOS 11 1/4" OR GREATER, TEES AND CROSSES SHALL BE DUCTILE IRON (CLASS 350) WITH PUSH-ON JOINTS UNLESS OTHERWISE NOTED ON PLANS. 2. DO NOT EXCEED 8(),c OF MANUFACTURER'S RECOMMENDED DEFLECTION REQUIREMENTS FOR PIPE INSTALLATION. 3. ANGLES OR BENDS IN EXCESS OF 10" SHALL RECEIVE THRUST BLOCKS AT ALL LOCATIONS PER CITY OF NEWPORT BEACH STD-510-L-A. APPROVED I - I ----+ ' L T ' ____ , -- - - +--------- ~ --+------ -, !··-- l---- ' ' RECORD DRAWING THIS IS A RECORD DRAWING OF TIIBFACILITIESIDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON TIIE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. TIIE ENGINEER AND OWNERS(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HA VE BEEN INCORPORATED INTO THIS DRA \VING. ACTUAL CONDl'J10NS WILL VARY SOMEWHAT FROM TilE CONDillONS SHOWNIIEREIN AND AT SOMEWCATIONS TIIB VARIANCE MAY BE LARGE IF THE PRECISE LOCAJ10N 01' ANY 1,ACIL!TY IS REQUIRED, THE FACILITY SHOUJ.D BE FIBI.D I.OCATETJ IN TilE PRESENCE OF AN EMPLOYEE OF THE CITY /DISTRICT OR TIIB OWNER(S) OF THE UTILITIES INVOLVED. I C-3411 ~J!E~ 1 ~ei DflNla ._,; .... IERING c.,, ~ ~~ ~ICH,6,EL SINACORI R.C.E. 46214 S No. ~7 ~ -' , .; t----+---+---------------+---t PRINCIPAL CIVIL ENGINEER IRVINE AVENUE WATER MAIN REPLACEMENT PLAN AND PROFILE -: a.-3/31/tl& : Consulting Engineers 1/20106 JLB ~ RECORD DRAWING DATE STA. 60+00.00 TO STA. 63+27.92 ,.--., 23231 Soulh Poime Drive. suite 103 ~ ? ~~ C/V\\. ~ Lagu~):t!'ls, CA 92653 (949) 768-2600 DATE BY DESCRIPTION APP'D DESIGNED JPS DRAWN CADD aTY OF NEWPORT BEACH W-5305-S ---- -- 5 a-c,l.,~ ----~,AA•·"( X-, G 44497 lµz/Dc rL-----------------------------------------------------------------------..i.. _________ ...__,...\PR .. :~'-J_E_c_T_lll,(_1N_11'1'G_1E_R __ RC_E_N_o_, __ o_A_TE __ __,_ ________ R_E_v_1s_1_o_Ns ________ ..._c_H_Ec_K_ED_JL_B ..... _DA_T_E_o_1/_04--iL..--Pu_B_L_1c_w_o_R_K_s_D_E_P_A_R_TM_EN_T ____ s_H_EE_T_1_o_o_F_J4__, " .., "' ' 0 0 0 ' 0 -' ,,., 0 z II I-< l-o ...J o_ E 0 ... -a, "' ~ '- 0 f ! ~ ~ z ~ 0 0 "' 0 f.l "' ./ "' ~ -0 ./ m C C J, 0 --i 6012 ROD MIN. DOUBLE-PASS OUTSIDE WELD FIELD APPLIED TAPE WRAP WITH 5°" OVERLAP, POL YKEN 932-50 OR APPROVED EQUAL (TYP.) WELD IN FIELD >------.-r------t-U FIELD APPLIED PRIMER (TYP.) 3" MIN. SHOP APPLIED TAPE WRAP (TYP.) CEMENT MORTAR PLACED IN FIELD . . . . . . . . . . . . . . . . . . . . . . • • • • • OVERLAP (TYP.) . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 4" FOR PIPE SIZES SMALLER THAN 24" 1/2" FOR PIPE SIZES 24" AND LARGER CEMENT-MORTAR LINING CEMENT-MORT AR PLACED IN FIELD LAP-WELDED SUP JOINT N. T.S. NOTES FOR WELDED JOINTS: 1. ALL WELDED JOINTS SHALL BE DOUBI..EPASS WELDED ON THE OUTSIDE OF THE PIPE UNLESS OTHERWISE CALLED FOR ON THE PLANS OR AS NOTED ABOVE. 2. WHEN WELDED JOINTS ARE CALLED FOR ON THE PLANS, THE CONTRACTOR SHALL USE THE LAP-WELDED SLIP JOINT. 3. THE LAP-WELD DETAIL IS SCHEMATIC IN NATURE AND IS PRESENTED HERE TO CLARIFY INSTALLATION OF FIELD APPLIED TAPE WRAP. THERE SHALL BE NO AIR POCKET$ UNDER FIELD APPLIED TAPE WRAP. TYPICAL WELDED JOINT WITH TAPE WRAP AND MOATAR COATING NOT TO SCALE CRUSHED AGGREGATE BASE 95,t; RELATIVE COMPACTION REPLACE TO ElllSTING A.B. THICKNESS PLUS 1", OR 6" MIN. SAWCUT LINE EXISTING PAVEMENT OR SIDEWALK ... a. ii: • z N- -::E ,-+ REPAVE TO MATCH EXISTING PAVEMENT OR SIDEWALK THICKNESS PLUS 1", OR~MIN. ,---+-&0 V.L1I9E 6TAIP 8F POL¥ETll¥LEUE 9ETE0lI8H T/1PE IHGT,tel:LEB 11!11 AD0li1E ll IE PIPE. 88LOAE8 1•1H B 8" M ... AlfEB PEA PA8dE8'f &PE81Fl8,'c'fl811&. 8" MIN 12" MAX SAWCUT LINE IN AREAS WHERE TR~NCH CROSS EXISTING HAROSCAPE TO BE PROTECTED A.C. OR CONCRETE A.B. <'~--IMPORTED SAND BEDDING (MIN SE OF JO) 90,t; RELATIVE COMPACTION BORING LOG 10 GA. COPPER WIRE --~~j (FOR PVC PIPE INSTALLATION) NOTES: 1. FOR PIPELINE SEPARATION CRITERIA, SEE CITY OF' NEWPORT BEACH STD-533-L. 2. BEDDING IN PIPE ZONE SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-1.2.1, EXCEPT THAT CLASS 100-E-100 SLURRY MAY BE SUBSTIT\JTED FOR SAND BEDDING AT THE CONTRACTOR'S OPTION AND SOLE EXPENSE. 3. CONTRACTOR SHALL REPLACE AC OR PCC TO THE LIMITS SHOWN ON THE TYPICAL TRENCH SECTION SHOWN ABOVE AND TO THE THICKNESS PLj.lS 1" OF THE EXISTING AC OR PCC UNLESS OTHERWISE DIRECTED ON THE PLANS. FOR TURF OR LANDSCAPED AREAS, CONTRACTOR SHALL RESTORE TO THE ORIGINAL CONIDITION, TO THE SATISFACTION OF CITY OF NEWPORT BEACH REPRESENTATIVE. NUMBER B-1 B-2 B-3 B-4 8-5 B-6 8-7 NOIES: ... 1--VI < VI _J ... a. z _J "' ... Q ~ i!: VI APPROXIMATE CNB WATER MAIN STATION 57+00 49+00 41+30 31+60 25+00 21+75 14+60 CEMENT MORTAR PLACED IN FIELD FIELD APPLIED SOLID MASTIC TAPE, 1-1/2" SQUARE, POLYKEN 939 OR APPROVED EQUAL (TYP.) FIELD APPLIED PRIMER (TYP.) FIELD APPLIED TAPE WRAP WITH 5°" OVERLAP, POL YKEN 932-50 OR APPROVED EQUAL (TYP.) SHOP APPLIED TAPE WRAP ... 1--VI < VI -' ... a. z -' "' ... 2 2"x4"x13 Ga. W.W.M. 2"x4"x13 Ga. W.W.M. FIELD APPLIED TAPE WRAP WITH 5ml: OVERLAP CUT IN STRIPS TO COVER HALF COUPLING, POL YKEN 932-50 OR APPROVED EQUAL (TYP.) 5' EXTRA HEAVY HALF COUPLING (THREADED) CEMENT MORTAR PLACED IN FIELD 3" MIN. OVERLAP TYP. ... :i:: 1--I-- VI SEE NOTE 4----~ FIELD APPLIED TAPE WRAP WITH 50,t; OVERLAP, POLYKEN 932-50 OR APPROVED EQUAL (TYP.) FIELD APPLIED PRIMER (TYP.) 2"x4"x13 Ga. W.W.M. HANDHOLE DETAIL N.T.S. CEMENT MORTAR PLACED IN FIELD OUTSIDE WELD (&----rr--< WELD IN FIELD (TYP) "t" MIN 3" MIN. SHOP APPLIED TAPE WRAP SHOP APPLIED TAPE WRAP OVERLAP (TYP.) PAVEMENT SECTION (1) AC (IN) AB (IN) 15 0 6 7 4 8 12 9 9 14 9 12 6 12 ... 1--VI < VI ir ~ . ·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.· .. ·.·.·.·.·.·_· -:-. :-~:-~ -:~-:-:-:-·-:: :·:·~·:·:·:·.·.·.·.·.·.·.· ·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·. 7 ••••••••••••••••••••••••••••• •••••••••••••••••••••• ·········································· _J "' ... (} ~ i!: CEMENT MORTAR PLACED IN FIELD VI 2" MIN GAP VARIES 2" MIN 6" MIN/10" MAX 1YPIOAL SECTION NOTES: 1. BUTT-STRAPS TO BE FURNISHED IN TWO PIECES AND SHIPPED LOOSE FOR FIELD JOINING. (BACKING PLATE SHALL BE 1/4" THICK BY 1" WIDE) 2. 14-INCH MAXIMUM LENGTH OF BUTT-STRAP FOR FIELD CLOSING SECTION. 3. FOR PIPING 12-INCH IN DIAMETER AND SMALLER, ONE HANDHOLE IS REQUIRED PER EACH BUTT-STRAP JOINT. FOR PIPING 14-INCH IN DIAMETER THROUGH 24-INCH IN DIAMETER, TWO HANDHOLES ARE REQUIRED PER EACH BUTT-STRAP JOINT. THE HANDHOLES SHALL BE LOCATED 120" APART. FOR PIPING JO-INCH IN DIAMETER, FOUR HANDHOLES ARE REQUIRED PER EACH BUTT-STRAP JOINT. N.T.S. 4. WELD PLUG TO COUPLING. PREPARE SURFACE OF COUPLING AND WELD AREA TO RECEIVE FIELD TAPE WRAP IN ACCORDANCE WITH AWWA C209. 5. THE ABOVE DETAILS ARE SCHEMATIC IN NATURE AND ARE PRESENTED HERE TO CLARIFY INSTALLATION OF FIELD APPLIED TAPE WRAP. THERE SHALL 9E NO AIR POCKETS UNDER FIELD APPLIED TAPE WRAPS. 6. ALL WELD ROD TO BE 6012 OR APPROVED EQUAL. BUTT-STRAP JOINT WITH TAPE WRAP AND MORTAR COATING NOT TO SCALE RECORD DRAWING TIIIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED rN nm TITI.E m,OCK ONLY ANDIIASBEENPREPAREDIN PART ON THE BASIS OF INFORMATION COMP[LED AND F1illNTSHEfl BY OTHERS. THE ENGrNEER AND OWNERS(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISS!ON(S) WHICH J. ALL PAVEMENT AND SIDEWALK REMOVAL NECESSARY FOR Tt!E CONSTRUCTION OF THIS PROJECT SHALL BE SAWCUT PRIOR TO REMOVAL. THE OWNEiR SHALL BE REQUESTED BY CONTRACTOR TO APPROVE EXTENT OF PAVEMENT AND SIDEWALK REMOVAL PRIOR TO STARTING WORK. DISPOSAL OF REMOVED A.C. PAVEMENT AND CONCRETE SHALL BE AT AN APPROVED OFF-SITE DUMP SITE. 1. PAVEMENT SECTION FROM NINYO & MOORE GEOTECHNICAL REPORT FOR IRVINE AVENUE WATER AND SEWER MAIN REPLACEMENT PROJECT, DATED FEBRUARY 26, 2004. HA VE BEEN INCORPORA1ED INTO THIS DRAWING. ACTUAL CONDITIONS WII J. VARY SOMEWHAT !•ROM 11!E CONDITIONS SHOWNHFREJN ANI) Al" SUMELOCATlONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULDBEFIELDLOCA1EDINTHE PRESENCE OF AN EMPLOYEE OF THE CITY I DISTRICT OR 1llli OWNER(S) OF THE UTILITIES INVOLVED. TYPICAL DOMESTIC WATER TRENCH SECTION NOT TO SCALE ~ESS/ <,,'1¥, L o"' ..,, No. -4#97 3/JJI!! IV\\.. APPROVED MICHAEL SINACORI R.C.E. 46214 t----t----+-.,......------------+---i PRINCIPAL CIVIL ENGINEER 112010• JL8 £ RECORD DRAWING DAIE C-3411 IRVINE AVENUE WATER MAIN REPLACEMENT MISCELLANEOUS DETAILS DESIGNED JPS DRAWN CADD CITY OF NEWPORT BEACH t--_...._ _ __,_ ____________ __,__-+------+--------1 DATE BY DESCRIPTION APP'D W-5J05-S I'------------------------------------------------------------------------....l...---------.1....-__..,'----------------.L..------------------......L----.....1..----....L.------------....L..--------1 REVISIONS CHECKED JLB DA TE 07 /04 PUBLIC WORKS DEPARTMENT SHEET 11 OF 34 ---• • SE IRVINE A VENUE ER MAIN REPLACEMENT APPROVED : PREPARED BY : SEPTEMBER 2004 PROJECT NO. 168 PHASE I ROBIN B. HAMERS MANAGER/DISTRICT ENGINEER R.C.E. 31720 R.C.E. 44497 Dflltlll. ...... RING Consulting Engineers 23231 South Pointe Drive, Suite 103 Laguna Hills, CA 92653 (949) 768-2600 DATE: DATE: RECORD DRAWING THIS IS A RECORD DRAWING OF THE F ACIL!TIES IDENTIFIED IN THE 1111.F. RI.OCKONLY ANDHASBEENPREPAREDINPARI ON TilE BASIS OF INFORMATION COMPILED AND FURNISIIBD BY OTIIBRS. THE ENGINEER AND OWNERS(S) WILL NOT RE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WlllCll HAVEBEENINCORPORATEDINTO THIS DRAWING. ACTITAT. CONDillONS WILL VARY SOMEWHAT FROM TilE CONDITIONS SHOWN HF.RF.TN AND AT SOME LOCATIONS '!HE VARIANCE MAY BE LARGE. IF THI• PRECISE LOCATION OF ANYFACILITYIS REQUIRED, THE FACILITY SHOULDREFIFI.D LOCA1EDINTIJE PRESENCE OF AN EMPLOYEE OF THE CITY I DISTRICT OR THE OWNER(S) OF TilE UTILITIES INVOLVED. P-168-1 C-1 SHEET 12 OF 34 Hc\N03\ 11 O\plons\dwg\RECORD DRAWING5\CVRCM1.dwg 01/17 /06 9:16am PLOT AT 1~1 0-537 / r--,,., "' ' 0 I-< l-o ...J a. STANDARD SYMBOLS ---i--- ------'J ------ ------w------ -----R'J----- ------RW------ ------s ------ ------FM------ @------ §]----- s---- CENTERLINE PROPOSED WATER LINE -SIZE AS INDICATED EXISTING WATER LINE -SIZE AS INDICATED PROPOSED RECYCLED WATER LINE -SIZE AS INDICATED EXISTING RECYCLED WATER LINE -SIZE AS INDICATED PROPOSED SEWER LINE -SIZE AS INDICATED EXISTING SEWER LINE -SIZE AS INDICATED EXISTING UNDERGROUND T.V. CABLE EXISTING GAS LINE -SIZE AS INDl(:A TED EXISTING HIGH PRESSURE GAS LIN~ -SIZE AS INDICATED EXISTING STORM DRAIN -SIZE AS INDICATED EXISTING TELEPHONE CONDUIT EXISTING FIBER OPTIC CABLE EXISTING POWER CABLE EXISTING SEWER FORCE MAIN -Sl2je: AS INDICATED EXISTING RIGHT-OF-WAY LINE EXISTING CONCRETE CURB EXISTING EDGE OF PAVEMENT (E.P.) PROPOSED WATER VALVE EXISTING WATER VALVE PROPOSED FIRE HYDRANT (F.H.) EXISTING FIRE HYDRANT (F.H.) PROPOSED WATER SERVICE RECON~ECTION ' EXISTING WATER METER (W.M.) -Sl~GLE EXISTING WATER METER (W.M.) -D'UBLE PROPOSED AIR RELEASE AND vAculuM RELIEF VALVE EXISTING AIR RELEASE AND VACUUM RELIEF VALVE PROPOSED BLOWOFF ASSEMBLY EXISTING BLOWOFF ASSEMBLY PROPOSED CATHODIC TEST STATIOIII EXISTING CATHODIC TEST STATION EXISTING CATCH BASIN (C.B.) EXISTING MANHOLE (M.H.) EXISTING ELECTRICAL OR TELEPHONE VAULT EXISTING FENCE EXISTING POWER POLE UTILITY POTHOLE LOCATION EXISTING TREE EXISTING SHRUBS EXISTING PIPE ENCASEMENT -TYPE AS INDICATED ORANGE COUNTY ASSESSORS PARCEL NUMBER OR ALIGNMENT BEARING ffi--------DENOTES DETAIL NUMBER \.1Y DENOTES SHEET NUMBER PROJECT VICINITY LA ABAND AB AC ACP ANSI AV AWG AWWA BC BCR BEG BF BFV BLK BM BO CB CCP CF CIP CL CML&C CMSD CNB CONC CONT CP CPLG CTR 'i (CL) DIA DI DIP DWG E EC EL ENGR ETC EXIST (EX) FL F (FLG) FG FH FIP FM FS FT FUT FWY GA GAL GALV GB GV HP ABBREVIATIONS ABANDONED AGGREGATE BASE ASPHALT CONCRETE OR ASBESTOS CEMENT ASBESTOS CEMENT PIPE AMERICAN NATIONAL STANDARDS INSTITUTE AIR RELEASE & VACUUM RELIEF VALVE AMERICAN WIRE GAUGE AMERICAN WATER WORKS ASSOCIATION BEGIN CURVE BEGIN CURB RETURN BEGIN BLIND FLANGE BUTTERFLY VALVE BLOCK BENCHMARK MANUAL DRAIN AND BLOWOFF ASSEMBLY CATCH BASIN CONCRETE CYLINDER PIPE CURB FACE CAST IRON PIPE CLASS CEMENT-MORTAR LINED & COATED COSTA MESA SANITARY DISTRICT CITY OF NEWPORT BEACH CONCRETE CONTINUOUS CATHODIC PROTECTION COUPLING CENTER CENTERLINE DIAMETER DUCTILE IRON DUCTILE IRON PIPE DRAWING EAST END CURVE ELEVATION ENGINEERING ETCETERA EXISTING FLOWLINE FLANGE FINISHED GRADE FIRE HYDRANT FEMALE IRON PIPE THREAD FORCE MAIN FINISHED SURFACE FEET FUTURE FREEWAY GAUGE GALLON GALVANIZED GRADE BREAK GATE VALVE HIGH POINT MESADRNE _.,»_ ·-·------,~L -- 1 i : ' ' IRVINE AVENUE SHEET INDEX MAP SCALE: 1" = 100' HORIZ ID INV INSUL IP IRWD LF LT MAX MH Ml MIN MJ N NE NW NO NTS oc OD PE PCC I!. (PL) PH PO pp PSI PUE PVC PVMT R (RAD) REBAR REQD RT RW R/W RWV s SCE SCH SD SE SHT SPEC ss STA STL SW THK TC TS TYP UG VERT w WM A HORIZONTAL INSIDE DIAMETER INVERT INSULATED IRON PIPE IRVINE RANCH WATER DISTRICT LINEAR FEET LEFT MAXIMUM MANHOLE MILE MINIMUM MECHANICAL JOINT NORTH NORTHEAST NORTHWEST NUMBER NOT TO SCALE ON CENTER OUTSIDE DIAMETER PLAIN END POINT OF COMPOUND CURVATURE PROPERTY LINE POT HOLE PUSH-ON POWER POLE PRESSURE (POUNDS PER SQUARE INCH) PUBLIC UTITITY EASEMENT POLYVINYL CHLORIDE PAVEMENT RADIUS REINFORCING STEEL REQUIRED RIGHT RECYCLED WATER RIGHT-OF-WAY RESILIENT WEDGE VALVE SOUTH, SLOPE OR SEWER SOUTHERN CALIFORNIA EDISON SCHEDULE STORM DRAIN SAND EQUIVALENT OR SOUTH EAST SHEET, SPECIFICATION STAINLESS STEEL STATION STEEL SOUTHWEST THICK TOP OF CURB TRAFFIC SIGNAL (CONDUIT /CABLE) TYPICAL UNDERGROUND VERTICAL WEST OR DOMESTIC WATER WATER METER ANGLE . . ' SHT. NO. ? 4 C ,) 6 7 12 13 14 15 16 '.24 CP-,3 r -" 30 T-6 31 T-7 SHEET INDEX DESCRIPTION COVER T!1 LE SHEET CNB TIT!_[ SHEET (WITH S!GNA.TURE RLOCl<S) STANDARD SYMBOLS & ABBREVIATIONS, VICINITY MAP, SHEET INDEX MAP, SHEET INDEX (CNB SHE.E TS ONLY) cm,STRUCT!OfJ NOTES, BASIS OF BEARINGS, BENCH MARK, PUBLIC AGENCIES & UTILITIES, SNfl GFNFRAI WATl'R NOTES, NOTICE TO CONTR,~CTOR, JOB SITE SAFETY CNB 24" WA,TER MAIi, PLAN AND Pf.;Ql,-ILE SHEET -STA. 9-<-94,00 TO STA, 20+00.00 CNB 24'" WATER MA,IN PLAN AND PROFILE SHEET -STA. 20+00,00 TO ST/>,, 29+00.00 CNB 24" Wl1TER 1,VIN PLAN AND PROFILE SHEET -STA, 29+00,00 TO STA., 41+56.93 C"lfl ;>,1' W,'.TER M1>IN PiA.N A,ND PROFILE SHEET STA. 41+56.93 TO ST/1. 51+26,18 C!'-l8 2"'1" \//!-\TEP MA!N PLAN AND PROf-iLE SHEET -ST.4. 51-r-26-18 TO STA.. 59+33.53 C:NB 3" WAT[!"? MA,N Pl_AN A'!D f'ROF"IU, SHEET STA, 60+00 00 TO STA. 63+27,92 CNB WSCt.U_A_NEOUS DE1 AILS CMSD TITLE SHEET (WITH SIGNATURE BLOCKS) STANDARD SYMBOLS & ABBREVIATIONS, VICINITY MAP, SHEET INDEX MAP, SHEET INDEX (CMSD SHEETS ONLY) CONSTRUCTION NOTES, BASIS OF BEARINGS, BENCH MARK. CMSD GENERAL SEWER NOTES, PUBLIC AGENCIES It UTILITIES, NOTICE TO CONTRACTOR, JOB SITE SAFETY CMSD GRAVITY SEWER MAIN PLAN AND PROFILE -IRVINE AVENUE -STA. 90+00.00 TO STA. 95+41.37 CMSD GRAVITY SEWER MAIN PLAN AND PROFILE -MESA DRIVE -STA. 0+79.46 TO STA. 1+47.79 CMSD 12" SEWER FORCE MAIN PLAN AND PROFILE -STA. 199+80.00 TO STA. 200+82.6± !RWD T!TcE SHEET (WITH SIGNATURE BLOCKS) STANDARD SYMBOLS & ABBREYIA,TIONS, VICl~IITY MAP, SHEET INDEX MAP, SHEET lr-JDEX (IRV/D SHEETS ONLY) CONSTRUCTION i-JDTES. BASIS 0' BEARINGS, BEI-JCHMP,RK, IRWO GFNERAI NOTES, PUBLIC AGENCIES & UTILITIES, NOTICE TO CONTRAC7 OR, ,108 SITE S.AFETY IRWD 12'' WATER MAIN l'LAN AND PROFILE STA. 70+0000 TO STA 79+00,00 if-~WD 12" WATER MAIN PLA.N .i~ND PEOFILE STA. 79+00.00 TO STA 83+72.5± ::ORF~CS!ON PRO rE,:TiON PLAN ANU GLN[R,\l. NOTES F"OR CNB 24" WATER MAIN CORROSION PRO IT c·1 ION Df. l All.co "Or, CNtl 24" WA. TER MAIN CORROSION PROTECT-Or-J DETAILS f"OR CNB 24" WA1ER MA.IN TRAFFIC CONTROL KEY MAP, NOTES 4ND LEGEND, ""RAFFIO CONTROL FOR CNB 8'' WATE"R MAIN -IRVINE AVENUE FROM UNIVERSITY AVENUE TO MIRA LOMA PLACE ""RA.F=-1c CONTROL f'OR c1,rn 24" W.a,TER MAIN -!RVINE AVENUE FROM UNIVERSITY AVENUE TO M[Sf\ DR!VE TR4FFIC CONTROL FOR CNB 24" WATEF/ MAll'J iRVINE AVENUE A,T MESA DRIVE INTERSECTION TRAFTIC CONTROL FOR CNtJ 24" WA TLR MAIN IRVINC A,VENUE flsOM MESA DRIVE TO SANTA ANA DELHI CHAi'-HffL, IRVINE .4YENUE AT BRISTOL STREET TR,L1FFIC CONTROL FOR CNB 24" WA TE'R Mi',IN , IRV!NE A vENlJF ~ROM SA,NTA AN/\ DELHI CHANNEL TO BRISTOL STREET TRAFFIC CONTROL FOR CMSD GRAVITY MAINS -IRVINE AVENUE NORTH OF MESA DRIVE TRAFFIC CONTROL FOR CMSD 12" SEWER FORCE MAIN -IRVINE AVENUE AT MESA DRIVE INTERSECTION TRAFFIC CONTROL FOR CMSD GRAVITY SEWER MAINS -IRVINE AVENUE AT MESA DRIVE INTERSECTION rR,AFFIC CONTROL FOR iRWD 12' WAT[R MA!N -!RVINE AVENUE FROM UNIVERSITY DRIVE TO MIRA LOM.A PLACE TRt,Fric CONTROL FOH iRWD 12" 1NATER MAiN 1RViNF AVENUE FROM MiRA LOMA PL.ACE TO MESA DRIVE ,"RAFFiC CONTRCL FOR :RWD 12" WATER MAIN IRVINF AVFNUE AT MESA DRIVE INTERSECTION APPROVED RECORD DRAWING THIS IS A RF.CORD DRAWING OF 11IE FACILITIES IDENTIFIED IN 11IE 1111.E llLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE llASIS OF INFORMAIION COMPILED ANIJ FURNISIIEIJ UY OTHERS_ Tlfl~ ENGTNRF.R ANDOWNERS(S)WITJ. NOTRE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HA VE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM 111E CONDI110NS SHOWN HEREIN AND AT SOME LOCATIONS 11IE VARIANCE MAY RE T ,ARGE_ TF TI-fE PRECISE T.OCA TTONOF ANY FACILITY IS REQUIRED, THE FACILITY SHOULDBEFIBLD LOCATEDINTIIE PRESENCE OF AN EMPLOYEE OF THE CITY/ DIS1RICT OR 11IE OWNER(S) OF 'Jl!E UTILI11ES INVOLVED, ~ES$/ ,,_~¥> L QC,, ROBIN B. HAMERS R.C.E. 31720 ... Dfl"IIL 8918"1itl .. lER1NG IRVINE AVENUE SEWER MAIN REPLACEMENT STANDARD SYMBOLS 1k ABBREVIATIONS VICINITY MAP, INDEX MAP, SHEET INDEX No. 44497 ·_· .' ,, • t---+---+~------------+---1 MANAG£R/DISTRICT £NGINEER 23231 South Pointe Driw, SUite 103 ~ VICINITY MAP 3/J1/o8 Consulting Engineers 1120/06 JLB A, RECORD DRAWING CDAOTSETA MESA SANITARY DISTRICT ~ Laguna Hills, CA , 653 (949) 768-2600 -,;:; /VII. DATE BY DESCRIPTION APP'D DESIGNED JPS DRAWN CADD COST.A MESA 168-1 ',i,! NOTTO 8041 E 44497 1/1?~ /. RCE NO. DATE REVISIONS CHECKED JLB DATE 07 /04 SANITARY DISTRICT SHEET 13 OF 34 :,:---------------------------------------------------------------------------.L...---------..l...-...l,,"'----------------...l...---------------------1L-----L---....:....-L..------'--------1------...J ~ II f-< >- 0 ...J CL CD 0 0 ® 0) ® ® (i01 ,_') CONS I RlJCTION NOTES CIT'{ OF ~~EVVPCJRT BE,I\Cl--1 24" DOMES TIC WAT[RLiNE J;)!;SQ!:ljPTI~ CONSmUCT 24" CML&TW TRENCHING AND BEDDING ST[EL PiP[ (1/4" MIN PE.R DETAIL (3") 11 .1 --✓ INS: ALL 4" PERFORAT[D PVC (SCH 8D) PiPL WF?APPED IN 3/4" CRUSHED RUCK FER DE.TAIL(1-~ ~ INS:ALL 8" PVC AWWA C900 (Cl 200) PIPE At.JD fiTTINGS, TRENCHING AND BEDDING PER DETAIL @ 11, INSTALL 6" PVC AWWA C900 (Cl 200) PIPE AND FITTINGS TRENCHING ,AND BEDDING PER DETAIL a~ '-.)]./ INSTALL 24" FLG BFV (CL 250) PER CITY OF NEWPORT BE.ACH STD-510-L-C AND STD-511--L, INSTALL 8" FL.GxM,J RWV (CL 200) PER CITY OF NEWPORT BEACH S TD-510-L --C AND STD-511-L_ INSTALL 5" FLGxMJ RWV (CL 200) PEF( CITY o, NEWPORT BEACH STO 510-L -C A,ND STD-511-L, INSTALL 1--IRE HYDRANT ASSEMBLY PER CITY OF NEWPORT BEACH STD-500-L (J-3765R), CORROSION PROTECTION REQUIREMENTS P~R SHEE:T CP I. R[PLACE IF!AfT!C SIGNAL LOOPS PlR PROJECT SPECIFICA flONS. INSTALL 2" AIR AND VA,CUUM REcEASE VALVE ASSEMBLY PER CITY OF NEWPORT BEACH STD-515-L_ CORROSION PROTECTION REQUIREIJENTS PER SHEET CP-1. ABANDON AND REMOVE EXISTl~IG AIR AND VACUUM RELEASE ASSEt,IBL Y, INSTALL PLUGS, THRUST BLOCK, .AND ABANDON EXISTll,G WA,TER M1\IN A1 NEAREST ACTIVE CONNECTION. EXISTING WATER Mft,INS ~,RE TO BE ABANDONED AFTER NEW MAit, HAS BEU~ PLACE[> IN SERVICE AND ALL SERVICE LATERALS FROM THE OLD MAIN HAVE B[EN TRANFERRED TO NEW MAIN, ABANDON EXISTING VALVES IN PLACE, BACKFILL V·,cVE CA,NS, REMOVE VALVr: COVERS AND REPLACE EXISTING AC PAVEMENT, ABANDON AT NEAREST VALVE AND REMOVE EXISTli'iG FIRE: HYDRANT LATERAL AND FIRE HYDRANTS. INSTALL BURIED FL.ANGE INSULATING !<IT llJ\lD 4-WIRF TEST STATION. SEE CORROSION rROTECT10N SITE PLAN ON SHEET CP--1 CONSTRUCT 1 -ANODE CATHODIC PROTEcr10N TEST SL~TION_ SEE CORROSION PROTECTION SITE PLAN ON SHEET CP-1- INSTALL 1" DUMES IIC WATER SERVICE_ METU/ Pr:Ji Cl IY OF NEWPORI BEACH STD-502-L. COSTA MESA SANITARY DISTRICT GRAVITY SEWER DE8CRIPTION REPLACE TRAFFIC SIGNAL LOOPS PER PROJECT SPECIFICATIONS. 21" EXTRA STRENGTH VITRIFIED CLAY PIPE WITH TYPE "G" COMPRESSION JOINTS. TRENCHING AND BEDDING PER CMSO STD. OWG. NO. S-112. 18" EXTRA STRENGTH VITRIFIED CLAY PIPE WITH TYPE "G" COMPRESSION JOINTS. TRENCHING AND BEDDING PER CMSD STD. OWG. NO. S-112. 12" EXTRA STRENGTH VITRIFIED CLAY PIPE WITH TYPE "G" COMPRESSION JOINTS. TRENCHING AND BEDDING PER CMSO STD. OWG. NO. S-112. 8" EXTRA STRENGTH VITRIFIED CLAY PIPE WITH TYPE "G" COMPRESSION JOINTS. TRENCHING AND BEDDING PER CMSO STD. OWG. NO. S-112, CONSTRUCT 72" MANHOLE PER CMSO STD. DWG. NO. S-100-A WITH 72" ID BASE SECTION AND PLASTIC (POLYVINYL CHLORIDE) LINER, AMERON T-LOCK LINER OR APPROVED EQUAL. INSTALL LINER PER MANUFACTURER (AMERON) SPECIFICATIONS. CONSTRUCT 48" MANHOLE PER CMSO STD. DWG. NO. S-100 WITH PLASTIC (POLYVINYL CHLORIDE) LINER, AMERON T-LOCK LINER OR APPROVED EQUAL. INSTALL LINER PER MANUFACTURER (AMERON) SPECIFICATIONS. CONSTRUCT DROP MANHOLE PER CMSD STD. DWG. NO. S-102. USE 72" ID BASE SECTION WITH MANHOLE CONSTRUCTION PER CMSD STD. DWG. NO. S-100-A AND PLASTIC (POLYVINYL CHLORIDE) LINER, AMERON T-LOCK LINER OR APPROVED EQUAL. INSTALL LINER PER MANUFACTURER SPECIFICATONS. ABANDON AND REMOVE INTERFERING PORTIONS OF EXISTING SEWER. PLUG ABANDONED LINE. REMOVE EXISTING MANHOLE FRAME, RINGS, ANO COVER TO 24" BELOW GRADE. BACKFILL MANHOLE WITH 1 SACK SLURRY. CUT AND PLUG INCOMING LINES PER CMSD INSPECTOR. DELIVER OLD FRAMES, RINGS AND COVERS TO CMSO CORPORATE YARD AT 2310 PLACENTIA AVENUE, COSTA MESA. 12" SEWER FORCE MAIN DESCRIPTION REPLACE TRAFFIC SIGNAL LOOPS PER PROJECT SPECIFICATIONS, INSTALL 12" PVC AWWA caoo PIPE AND FITTINGS (CLASS 200) WITH THRUST BLOCKS AT ALL HORIZONTAL AND VERTICAL BENDS PER CITY OF NEWPORT BEACH STD-510-L-C. THRUST BLOCK SHALL FULLY ENCASE ALL BELOW GROUND DUCTILE IRON FITTINGS FOR CORROSION PROTECTION. TRENCHING AND BEDDING PER CMSD STD DWG NO. S-112. CONNECT 12'' PVC FORCE MAIN TO EXISTING SEWER PUMP STATION PER DETAILffi @ CONNECT 12" PVC FORCE MAIN TO EXISTING 10" SEWER FORCE MAIN PER DETAIL ffi @ ,---, ~) @:~ lR\/lr~E F<A~~CH vVA TER DISTRICT 12" DOtv!ESTiC WATERLINE -------------------------------------------------------- INST,A.t.L 12" PVC A.WWA :::;900 (CL 200) F-'lPE AND F:! r:~,-iGS, rRENCH:t\/G AND BCDUiNG PE!~ IRWD STD. DWG, NG W-·!·i. INSTALL 8" PVC AWW/, CYOO (CL 200) PIPE AND r1,r,1,1,:,s. TRENCHJNG ,1-,,t,,!D BE"C1D!h!G PER iRWD STD. DWG. NO. \:Y-~11. iNSTALL 6'; P\/C /:•WWP. C900 (CL 200) PIPE /:0.ND fT:-1 1~•.JGS. TRENCHlNL~ 11.!'-JC BEDC,it>,jG PER IRWD STD. DWG. NO. W-11 !f,JSTA.U_ 4" F·/C i3,W\JVI-\ C900 (Cl. 200) PIPE /\NO FiTT t·JG:~ .. TRENCHlNG AND BE~)D 1f'~G PFR 1RYVO STD. DWG. NO. W---, L 1NSTr\LL ·1z' FL(; U;-:-V (CL 150) PER IRWD STD. DWG. ~JO, Vv·7 :~-JSTALl 8" FL•~;xPUSH-\_'1N RWV (Cl 150) PFR IR\iVD STD. DWC. NO. W-7 INSTALl FIRF HYDRA HT A:-'."J~;F tvH:\L_Y FEf< iRWD STD. OWG. NO w-ro F~EMOVE [XiSTii\]'_; FlF~E HYC•RAi'-.!·;· LATERAL AND r·ir~[ HYDP,i;,,,N"!::_;_ SALV/\G[ Fm[. HYCH/\1'-J]S !\f\J[l DELIVER TO !f\WO UF'LRt, riot✓~) CENTER .A,T :57'S7'.L M:CHEl._SUN UR!VC !i~V!NE CA 926·12 iNJT,ALL PLUGS, lH!~US-,-JLOU{, AND ABA~JDON EX!S-i!i\JG WJ'>..-1Lf·2 M.4.IN AT NEARE.'31 P,C: !Vi:_ CUNNECTlON. EXISTING WATER 1~·1AINS ARE TO BE .AJ1ANDONE.D Af---:-Ei;;:: i'.Jt:v,; Ml-\it\l H.i\S BEEt-J PLACf:.0 iN SERVICE" At,ID ALL, :.::;t.!:.:'\!!1,·~·[ t.A !T_RAL'."_:; FROM THE OLD fAA.i/\J 1-il\\t[ SEEN Tf~.A.r-.iFERREf) TO NCW f,.\1;,.:N _L,8,t1J~DON EXISTING \r,-:_L, \:['.:, if'J PLACE, BA.CKFiLL vAL'v·E. C,\HS, RE~l:OVE V.A.LVE COVEF:S ;:,',JD REPLACE EX!Sl NG J..1,.c F)1\\iff1;1Ft--r~· :~JSTALL 1'' DCME~'.TJC WAT[R SFPViCE METER PER iRWD ST0, DWG NO. \/l.l··i, :HST.~LL 4'' D(>f-ALSfiC i_,y,;·ET'. ~:~U~V!CL MET[R WITH MANii-Ol .. D AS::iEMBLY PEr? !HWD S fr). [).VG, ··,JO. w--4. it\JSTALL W;:1.TFR Cid/.\i. 1TY -~;AMP! ING .STAT!ON PF::R IRWD STD DWC ~JC. W-/.H CONNECT!O!'< ,\ T U~-J!\/[F>;SJT'Y DR!\/E AND !HVINE AVENUE S E E DE T fa. I L /"'"1·\ ' __ , --l \_?J/ BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON AIIE BASED ON THE THE BEARING BETWEEN OCS HORIZONTAL C0NTROL STATION GPS NO. 6171 AND STATION GPS NO. 1917 BEING N80"03'22"E PER RECORDS ON FILE IN THE OFFICE OF THE ORANGE COUNTY SURVEYOR. BENCHMARK: JN-60-89 ELEV•S0.52 DATUM-NGVD 29/1995 OCS ADJUSTED OISCRIBED BY OCS 1989 -FD 3 3/4" OCS ALUMINUM BENCHMARK DISK STAMPED 3N-60-89_iLOCATED AT THE SOUTHERLY PORTION OF THE INTERSECTION OF l~VINE AVENUE AND BRISTOL STREET (SOUTH) IN THE CITY OF NEWPORT BEACH, AT THE EASTERLY CORNER OF A 4 FT. BY 22 FT. CATCH BASIN, 43.5 fT. SOUTHEASTER!. Y OF THE CENTERLINE OF IRVINE AVENUE, 100 FT. SOUTHWESTERLY OF THE CENTERLINE OF BRISTOL STREET, 4 FT. BEHIND THE OURB. CMSD GENERAL SEWER NOTES 1. 2. 3. 4. 5. 6. 7, 8. 9. 10. 11. CMSD STANDARD SEWER NOTES THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS OF THE COSTA MESA SANITARY DISTRICT. CONTRACTOR SHALL REQUEST INSPECTION FROM THE OFFICE OF THE DISTRICT ENGINEER 48 HOURS PRIOR TO COMMENCEMENT OF WORK. TELEPHONE: (1149) 631-1731 ANY WORK PERFORMED WITHOUT INSPECTION FROM THE DISTRICT SHALL BE CONSIDERED UNACCEPTABLE. CONTRACTOR SHALL OBTAIN CMSO SEWER PERMIT PRIOR TO COMMENCEMENT OF WORK FROM THE COSTA MESA SANITARY DISTRICT, 77 FAIR DRIVE. TELEPHONE: (714) 754-5307 CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS THAT MAY BE REQUIRED BY THE LOCAL GOVERNING AGENCY. CONTRACTOR TO HAVE A COPY OF APPROVED SEWER PLAN AND CMSD STANDARD PLANS AND SPECIFICATIONS ON JOB SITE AT ALL TIMES. SEWER MAIN SHALL BE AIR OR WATER TESTED MEETING DISTRICT ENGINEER'S APPROVAL. PRIOR TO ASPHALT CONCRETE PAVING, MANHOLE FRAMES AND COVERS SHALL BE LEFT 6" BELOW FINISH GRADE. AFTER STREET SURFACING IS COMPLETED, FRAMES AND COVERS SHALL BE RAISED TO GRADE PER STD. DWG. NO. S-105. SEWER MAIN SHALL BE BALLED AFTER ALL MANHOLE FRAMES AND COVERS HAVE BEEN RAISED TO GRADE. IF MINUMUM SEPARATION DISTANCE BETWEEN SEWER AND WATER MAIN IS NOT MET, SPECIAL CONSTRUCTION REQUIREMENTS ARE TO BE USED PER STD. DWG. NO. S-110-A OR S-110-B. ALL TRENCH EXCAVATION AND PIPE BEDDING SHALL BE DONE PER STD. OWG. NO. S-112. \'~ESSt~ ~ .. <,,~',\ L "o;;@ ~~ ~-DflllllL .... IIIIIIEERINCI '•. .,_,' • .-,, . ,,,,,-. ,_, ' PUBLIC AGENCIES & UTILmES UNDERGROUND SERVICE ALERT CITY OF NEWPORT BEACH (UTILITIES) -UTILITY CLERK COSTA MESA SANITARY DISTRICT -ROBIN HAMERS IRWO SYSTEMS OPERATORS -STEVE HABIGER IRWO CONSTRUCTION SERVICES GROUP -ANTS UIGA IRWD INSPECTION -MIKE JACK IRVINE RANCH WATER DISTRICT MAIN OFFICE MESA CONSOLIDATED WATER DISTRICT -BOB McVICKER ELLER MEDIA COMPANY -CARLOS URIAS COUNTY OF ORANGE, PFRD -DAVE PICKRELL ICGTEL -DAVE ULRICH MCIWORLDCOM -CHARLES WELCH MEOIAONE -BRIAN CATON METROPOLITAN WATER -MARCO BUNTICH NEXTLINK -BUD SMITH PACIFIC BELL -ENGINEERING COMCAST -JOE BARRIAS ORANGE COUNTY WATER DISTRICT -STEVE CONKLIN SC EDISON -WALLACE ZIMMERMAN SOUTHERN CALIF. GAS CO. -TECHNICAL SUPERVISOR -----------------. . ORANGE COUNTY TRANSPORTATION AUTHORITY _ .............. _ A A A - (800) 227-2600 (949) 644-3011 (DAY) (949) 644-3717 (NIGHT) (949) 631-1731 (949) 453-5745 (949) 453-5588 (949) 453-5615 (949) 453-5300 (949) 356-4-055 (714) 289-2018 (714) 567-71168 (949) 1164-1287 (an) 656-6018 (714) 549-7590 (213) 217-8879 (714) 434-8814 (714) 686-5454 (714) 338-2081 (714) 378-3211 (714) 973-5409 (714) 834-3033 (714) -285-4332" (714) 530-8080 ) A A _ _,) - NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION (PLAN AND ELEVATION) OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. UNLESS OTHERWISE DIMENSIONED, LOCATIONS ANO ELEVATIONS OF EXISTING UTILITIES AND SUB-STRUCTURES SHOWN ON THE DRAWINGS ARE APPROXIMATE ONLY. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINE OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THOSE LINES OR STRUCTURES. CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL UTLITIES SHOWN ON THE DRAWINGS. "CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD CNB, CMSD, IRWD ANO DANIEL BOYLE ENGINEERING AND ITS EMPLOYEES, OFFICERS, OR AGENTS, HARMLESS AGAINST ANY AND ALL CLAIMS BY ANY PARTIES ARISING FROM, OR RELATED TO, ANY AND ALL DAMAGES, INCLUDING LEGAL COSTS AND ATTORNEYS FEES, RESULTING FROM INTERFERENCE WITH. INTERRUPTION OF, DAMAGE TO, OR ANY AND ALL INJURIES WHICH RESULT FROM DAMAGE CAUSED TO SUBSURFACE INSTALLATION AS DEFINED IN GOIIERNNENJ CODE 4216.1(J), wtilCH IS UNFORESEEN AND DESPITE ENGINEER'S EFFORT DURING THE DESIGN PROCESS WAS NOT LOCATED, EXCEPTING ONLY THE GROSS NEGLIGENCE OR WILLFUL MISCONDUCT OF ENGINEER IN PROVIDING ITS SERVICES." JOB SITE SAi -• T BY ACCEPTING THIS CONTRACT, CONTRACTOR HEREBY RELEASES AND AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS CNB, CMSO, IRWO, AND DANIEL BOYLE ENGINEERING, THEIR AGENTS, EMPLOYEES, CONSULTANTS AND REPRESENTATIVES FOR ANY AND ALL DAMAGE TO PERSONS OR PROPERTY OR WRONGFUL DEATH REGARDLESS OF WHETHER OR NOT SUCH CLAIM, DAMAGE, LOSS OR EXPENSE IS CAUSED IN WHOLE OR IN PART BY THE NEGLIGENCE, ACTIVE OR PASSIVE, OF CNB, CMSD, IRWO OR DANIEL BOYLE ENGINEERING, AS WELL AS THEIR AGENTS AND EMPLOYEES TO THE FULLEST EXTENT PERMITTED BY LAW. SUCH IDEMNIFICATION SHALL EXTEND TO ALL CLAIMS, DEMANDS, ACTIONS, OR LIABILITY FOR INJURIES, DEATH OR DAMAGES OCCURING AFTER COMPLETION OF THE PROJECT, AS WELL AS DURING THE WORK'S PROGRESS. CONTRACTOR FURTHER AGREES THAT IT SHALL ACCOMPLISH THE ABOVE AT ITS OWN COST, EXPENSE AND RISK EXCLUSIVE OF ANO REGARDLESS OF ANY APPLICABLE INSURANCE POLICY OR POSITION TAKEN BY ANY INSURANCE COMPANY REGARDING COVERAGE. APPR0V[D RECORD DRAWING TIIIS IS A RECORD DRA \\1NG OF THE FACILITIES IDENTIF1ED lN lHE TITLE BLOCK ONLY J\ND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER AND OWNERS(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH I !AVE BJ•:J,:N INCOJU'()l{ATl~IJ INTO Tl IIS l>RAWIN(I_ ACTlJAL CONDITIONS WILL VARY SOMEWHAT FROM 1HE CONDITTONS SHOWN HEREIN AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF lHE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, lHEFACILITY SHOULDBEFIELDLOCATEDINTIIB PRESENCE OF AN liMPLOYUIJ CW TllE CITY/ DISTRICT OR TlIE OWNER(S) OF THE UTILITIES INVOLVED, IRVINE AVENUE SEWER MAIN REPLACEMENT ROBIN 8. HAMERS R.CL 31720 1.l No.#497 if> , , "' Ell' 3131;rm $I Consulting Engineers t----+---+~-------------+---i MANAGER/DISTRICT ENGINEER JLl!J £_ RECORD DRAWING ~ff? MESA SANITARY DISTRICT CONSTRUCTION NOTES, BASIS OF BEARINGS, , BENCHMARK, PUBLIC AGENCIES & UTILITIES, COSTA MESA SANITARY DISTRICT GENERAL SEWER NOTES, NOTICE TO CO~TRACTOR, JOB SITE SAFETY 1/20106 Jf ... 23231 South Pointe Drive. Suite 103 / ~!t' C/V\\.~..-. Laguna HUis, ~ 92653 (949) 768-2600 ~ w Cfl.\W' /" , I ~D., (/4 44497 ,/,z/4. DATE BY DESCRIPTION APP'D DESIGNED JPS DRAWN CADD COSTA MESA SANITARY DISTRICT 168-1 REVISIONS CHECKED JLB DATE 07 /04 SHEET 14 OF J4 / ( P >JEC, '.~ GER RCE NO. DATE I---------------------------------------------------------------------------.L...---------..L......;::..:; ________________ ..J...--------------------L-----.J....----.L...------------.....1...._ _____ ...J I .:s ,...._ ,-.. ---- ----! ...... -- +---I ------ -1--- - , -----, Jffl ---i J -------- • ---+---------... ~--: -~. --. ! t __i....:..:.:: ' ' -----·--- !":_ ·a: ~ ---IE-~-~- 90 FOR CONSTRUCTION OF 12" SEWER FORCE MAIN SEE SHEET NO. 16 21" GRAVITY SEWER MAIN ,-• J .81] I 1 .......... -- - ' . --- -- . I --<( r-U} I- .-:-" \. -- -----: -• ' 91 ----l i l - _E -1---- ---r- I ---- ----~-- ' --, - -f--------\ ' , -,-- -1-- 92 93 -.. --· -.. ~~DD~~RM~fTION STA, 1 I 11,111 50,79 '2sy27 / I f -- --! T - Ct. MH NO. 6 ""'--"'--" CONNECT TO EXISTING 8" SEWER -r' . _ __,..,, . ----• ' - - r--r~----- f : ! mi iii -- ' ••••~. ·c' -~, ,--"• ,. •'••:•-- I I _( ' 94 -- L --- ---l l ' ---:- ' i- _, __ ' , Tl f2" V( I> . --+-- ---: SCALE HORIZ: VERT: 1"=40' 1"=8' . --~ ,r --, •• •.·•••> _-, r, ,T ,--,•!;---c -., • • '•'•°';,-.,sc, •»~-•~,• I ··( ----T ----1----i-f-• ' ------j--- ------------+ -1-.. '- --+ 11-r· !- t i j ! ' f-I----1 -+----t--- ' ;------T : -----/ 96 SCALE: 1 "=40' -----.. ------ -------- - • ! , - -,------ ---i,-- ! I J ' I ' ' --1 __ j ____ l , -- -. ;I I j_ j- i~ -: --iQ ,...:~ • __ z_ N l"1 -- ' . ' ...,, ' I il ~,,-ii!: ~ u 111 5 -_ 1 . - ---l ' -- ' \ ~•~~, , •=b--= ' :} t·--- ' I... ,-- I -_----r·~ -' l • I I I I l --- I ••• ' -----!--- --- --. - -· .... ---+------ I • - J 2 CONSTRUCTION Nu 11:.d REPLACE TRAFFIC SIGNAL LOOPS PER PROJECT SPECIFICATIONS. ' -- 21" EXTRA STRENGTH VITRIFIED CLAY PIPE WITH TYPE "G" COMPRESSION JOINTS. TRENCHING AND BEDDING PER CMSD STD. DWG. NO. S-112. 111" EXTRA STRENGTH VITRIFIED CLAY PIPE WITH TYPE "G" COMPRESSION JOINTS. TRENCHING AND BEDDING PER CMSD STD. DWG. NO. S-112. 12" EXTRA STRENGTH VITRIFIED CLAY PIPE WITH TYPE "G" COMPRESSION JOINTS. TRENCHING AND BEDDING PER CMSD STD. DWG. NO. S-112. 8" EXTRA STRENGTH VITRIFIED CLAY PIPE WITH TYPE "G" COMPRESSION JOINTS. TRENCHING AND BEDDING PER CMSD STD. DWG. NO. S-112. CONSTRUCT 72" MANHOLE PER CMSD STD. DWG. NO. S-100-A WITH 72" ID BASE SECTION AND PLASTIC (POLYVINYL CHLORIDE) LINER, AMERON T-LOCK LINER OR APPROVED EQUAL. INSTALL LINER PER MANUFACTURER (AMERON) SPECIFICATIONS. CONSTRUCT 48" MANHOLE PER CMSD STD. DWG. NO. S-100 WITH PLASTIC (POLYVINYL CHLORIDE) LINER, AMERON T-LOCK LINER OR APPROVED EQUAL. INSTALL LINER PER MANUFACTURER (AMERON) SPECIFICATIONS, CONSTRUCT DROP MANHOLE PER CMSD STD. DWG. NO. S-102. USE 72" ID BASE SECTION WITH MANHOLE CONSTRUCTION PER CMSD STD. DWG. NO. S-100-A AND PLASTIC (POLYVINYL CHLORIDE) LINER, AMERON T-LOCK LINER OR APPROVED EQUAL. INSTALL LINER PER MANUFACTURER SPECIFICATONS. ABANDON ANO REMOVE INTERFERING PORTIONS OF EXISTING SEWER. PLUG ABANDONED LINE. 30 GRAVITY SEWER MAIN 22 REMOVE EXISTING MANHOLE FRAME, RINGS, AND COVER TO 24" BELOW GRADE. BACKFILL MANHOLE WITH 1 SACK SLURRY. CUT AND PLUG INCOMING LINES PER CMSD INSPECTOR. DELIVER OLD FRAMES, RINGS AND COVERS TO CMSD CORPORATE YARD AT 2310 PLACENTIA AVENUE, COSTA MESA. II '"" 0 _J [l_ E 0 "' "' "' C, ~ NO. IRVINE AVENUE CURVE DATA DESCRIPTION R L 18" SEWER 18°13'56" 828.00' 263.48' T 132.86' ~ESS1~ tff).,<.,~'c\ L 80;; ~ '?.§I <;,- It. MH NO. 5 ,. 4127) CONNECT TD EXISTING 12" SEWER 0 No. -MM17 ~ \ti! ...,_ J/Jl/tl6 "' Consulting Engineers lf ~ 23231 SOUlh Pointe Drive, Suite 103 _.., ~ Laguna HIiis, CA 92653 (949) 768-2600 8 ~ IJ" ell,\~ . (/O 44497 1,4 ,/4, APPROVED RECORD DRAWING TIIIS IS A RECORD DRAWING OF TI lli FACILITIES IDENTIFIED IN THE TI1LE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON TilE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. TilE ENGINEER AND OWNERS(S) WILl, NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAVEBEENINCORPORATEDINTOTIDSDRAWING. ACTUAL ' CONDTTIONS WIT .I, VARY SOMEWHAT FROM Tllli CONDITIONS 8HOWNl1J•:RJ{IN AND AT SOME LOCATIONS TIIE VARIANCE MAY BE LARGE. ll' Tllli PRECISE LOCATION OF ANY FACILITY IS REQUIRED, TilE FACILITY SHOULD BE FIELD LOCATED INTIIB PRESENCE OF AN EMPLOYEE OF THE CITY /DISTRICT OR TIIB OWNER(S) OF THE UTILITIES INVOLVED. IRVINE AVENUE ROBIN B. HAMERS R.C.E. 31720 1--+---+--:-------------+--I MANAGER/DISTRICT ENGINEER JL/3 £_ RECORD DRAWING g~~iA MESA SANITARY DISTRICT GRAVITY SEWER MAIN REPLACEMENT PLAN AND PROFILE STA. 90+00.00 TO STA. 95+41.37 1/20/06 STA. 0+79.46 TO STA. 1+47.79 DATE BY DESCRIPTION APP'D DESIGNED JPS DRAWN CADD COSTA MESA 168-1 - SANITARY DISTRICT ,,.,-"'-f/f CIV\\.__,,~ ~~ /I ~ PRJEC ffiGER RCE NO. DKTE :rrL..----------------------------------------------------------------------...I..---------.L........;=;._--------------.i----------------------'------'-----_._ ____________ ...._ _____ __, REVISIONS CHECKED JLB DA TE 07 /04 SHEET 15 OF 34 -II >-<( t-o ...J 0.. -0 "' • " I;; 0 3 I!! I C/l / C/l C) z ! 0 0 "' 0 0 w "' / "' • I C 0 : • f • i t !-- II----' ! L. ~ -• !--- - - -.. - ' ' ' ------ .a-- - -- - ' , ' ' ----= -I ~ -\ ' - ' 200 --- V I DEFLECTED PIPE JOINTS SCALE: 1 "~20' EXISTING CMSD SEWER----' PUMP STATION WETWELL EXISTING CMSD SEWER ___ _,, PUMP STATION VALVE VAULT • ,. I I -• I --1 i -;:r::::;:: ....... 4""""" ~~ , .,=f~~ T -. -' --'---· -' l - SCALE HORIZ: 1"=20' 1 "=4' VERT: FOR CONSTRUCTION OF 21" GRAVITY SEWER MAIN SEE SHEET NO. 15 IRVINE AVENUE I ' I -I ] -i ' ! S-I i ----;---- " 201 -----t-·- -- I ·--r ! --I - - --t I i = -I ! - --' - -~ - - -... != - -+-----= t= -~ 20 ,_ -- 18 -""v,...,._ 2" DIA. CORES f 4" DIA. CORE • ~1----1, \ 2" DIA. CORE "-. ~ EXISTING SEWAGE WETWELL PUMP STATION _/• EXISTING SEWAGE • ,_ PUMP STATION VALVE VAULT BOTTOM OF VAULT EL. 19.34 A ~'I I .--""::;,.;-• ·~r REPLACE EXISTING PIPE SUPPORT AFTER TEE INSTALLATION. _ . . ,-USE JACK TO SUPPORT WHILE TIE -IN WORK IS BEING DONE. A " " I., " -" . . ---15 8 7 10 ) SECTION A-A 15 6 -........ CUT TO FIT LENGTH 1----18 ( t---1 1 ),,,t--V FOR CONTINUATION OF PIPELINE, SEE PLAN AND PROFILE TO LEFT 12"x8" DI TEE INV. 17.6 FOR CONTINUATION OF PIPELINE, SEE PLAN AND PROFILE TO LEFT ST A. 200+00.00 ~~----r-J I--, 4 A "< -~ • l I , ,, POLYETHYLENE OR-~ i, POLYURETHANE ROPE i " ' ' TYPE FILLER (TYP.) \' -" • 4 ! !\ ~ I , ' J , 'I APPLY 1" OF GUN GRATE ELASTOMERIC SEALANT IN ANNULAR SPACE (BOTH SIDES OF MEMBER) TYP. I /"--,, - STANDARD SERVICE j > NON-INSULATING - TYPE "M" MODEL 'S" . --'V''-~ 12'' DIA. CORE 1- i· ,, ~ -- ',-.' --EXISTING WALL ' 1 i ! ~~" PENETRATION @ RECORD DRAWING THIS IS A RECORD DRAWING OF THE F ACIT .ITIRS IDENTTF7ED IN THE TITI.E BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNJSHED BY OTHERS Tllli IJNGINTIER AND OWNERS(S) WILL NOT BE RRSPONSI LILE !'OR ANY ERROR(S) OR OMISSION(S) WHICH HAVE BEEN INCORPORATED INTO THIS JJRA WTN(; ACTIIAL CONDITIONS WJLL VARY SOMEWHAT FROM TIIE CONDITIONS SHOWN HEREIN AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FAC!LlrY SHOULDBEFIELDLOCAIEDINTIIE PRESENCE OF AN RMPLOYFF OF 'Ill I•: CITY/ DISTRICT OR TIIE OWNER(S) OF lHE UTILITIES INVOLVED_ EXISTING 8" SEWER EXISTING 10" DUCTIL~AIN\ IRON SEWER FORCE MAIN \ 24-,__ _ _,, II I'-- "' )'+-"' 1211 SEWER FORCE MAIN 40 j "' ,. ,... 231---rb-b I I\_FOR CONTINUATION OF PIPELINE, SEE PLAN AND PROFILE TO LEFT FOR CONTINUATION OFN\ PIPELINE, SEE PLAN AND PROFILE TO LEFT , PLAN MATERIAL UST u] -MJICMJ (MEGALUG)~ _ 1211 _P~OI ~ Bfl DO-DI ~ND) 12' PF" PVC ""0"' 3 I 10" DI BLINn c-, - ->-,i,--...._,,--MJ (MEGALUG) --0 '47 12"x8" PUBI I 81lw:"L8 DI R°EDUCING TEE ~ ••.A-----.... --. ~ -10"x6" FLG 90" DI REDUCING BEND II] 8" FLG 90" DI BEND 0 8" DRESSER STYLE 131 DISMANTLING JOINT 2" COPPER TUBING, TYPE "K' (LENGTH AS RQUIRED) 2" SEWAGE AIR RELEASE FOR 150 PSI MAXIMUM OPERATING PRESSURE, APCO MODEL NO. 400, VAL-MATIC MODEL NO. -48A, OR APPROVED EQUAL WITH 1/2' NPT OUTLET, INLET AND BLOWOFF VALVE, QUICK DISCONNECT COUPLINGS, AND MINIMUM 5' HOSE FOR FLUSHING. - 121 I 221----1 i 211~Z::J REMOVE INTERFERING_/ PORTIONS OF EXISITNG SEWER FORCE MAIN AS REQUIRED. CUT AND PLUG ABANDONED LINE. PLAN I..IA .... I l,-, -I'-- ~:[!] (LAV I F"MGTH: MIN. -10", MAX._• 15" _ ~ FLGxPE --• ~ --~ 8" FL8 DI SPOOL (LENGTH AS REQUIRED) CUT TO FIT ) ... _ ------,,,..--- 24" DIAMETER SCHEDULE 40 STEEL VENTED PIPE COVER, 3'-6" IN HEIGHT, 3/4" DIAMETER AIR HOLES ON TOP HALF OF COVER WITH 4 SPACING BETWEEN HOLES AND TOP. WELD 1/4' PLATE TO TOP AND 1/4' DIAMETER STEEL ROD HANDLES FILLET WELDED TO TOP COVER PLATE. PROVIDE 4 ANCHOR LUGS AT BOTTOM. HOT DIP GALVANIZE AFTER FABRICATION AND PAINT INSIDE AND OUTSIDE WITH TWO COATS 'WHITE" GLOSS ENAMEL PAINT. !ill ~ ~ 12" PE PVC ,..,,.,o, l'IF"tolGTH AS REQUIRED) ~ • • MJ JMEGALUG) -~ 12"x10" . '.: DI lfEDUCER .. ..,. A -.,. CONSTRUCTION NOTES REPLACE TRAFFIC SIGNAL LOOPS PER PROJECT SPECIFICATIONS. INSTALL 12" PVC AWWA C900 PIPE AND FITTINGS (CLASS 200) WITH THRUST BLOCKS AT ALL HORIZONTAL AND VERTICAL BENDS PER CITY OF NEWPORT BEACH STD-510-L-C. THRUST BLOCK SHALL FULLY ENCASE ALL BELOW GROUND DUCTILE IRON FITTINGS FOR 8" FLG DI TEE----[!!] WALL PENETRATION PER DETAIL@ ~ 8" BLIND FLANGE WITH 2" F.I.P. OUTLET E!J 2" CORP STOP, IP THREAD INLETxF.I.P. OUTLET [!!] (JONES J-1943) 1/2" PVC (SCH 40) PIPE SUPPORTS ATTACHED TO VAULT WALL 1/2" 90" ELBOW PVC (SCH 40) 1/2'' 45° ELBOW PVC (SCH 40) SEWER FORCE MAIN CONNl:C I ION TO EXISTING PUMP STATION , 1""' SCALE: 1 /2" = 1'-0' 10" PE PVC SPOOL (LENGTH AS REQUIRED) 10' TRANSITION COUPLING (DRESSER STYLE 38) OR APPROVED EQUAL WITH STAINLESS STEEL HARDWARE. SEWER FORCE MAIN CONNE:C I ION AT MESA DRIVE SCALE: 1/2" -1'-0" in b _, II) STA. 200+82± CORROSION PROTECTION. TRENCHING AND BEDDING PER CMSD STD DWG NO. S-112. '?~ESSJ~ DflNlll ••• , INGINEEIUNG APPROVED IRVINE AVENUE CONNECT 12" PVC FORCE MAIN TO EXISTING SEWER rt],,,~~ L "o"'ei PUMP STATION PER DETAIL@ /;;7~ .-,~ -'"'S '(C' :z fi1 No. 4-4-487 I::: 16 "' J/Jl/tNI "' Consulting Engineers CONNECT 12" PVC FORCE MAIN TO EXISTING 10" SEWER )f .,.._,~~ ~ 23231 SouthPointeDriw,Suite103 ~---' -ROBIN R HAMERS R.C.E. 31720 1----1---1--------------+---l MANAGER/DISTRICT ENGINEER f:1. COSTA MESA SANITARY DISTRICT r120106 ,Jl,.t, ~ RECORO ORAWING DATE SEWER FORCE MAIN REPLACEMENT PLAN AND PROFILE STA. 199+80.00 TO ST A. 200+82.6+ FORCE MAIN PER DETAIL ffi ~"' C/V\\.✓,,#-.;-, Laguna Hills, C"),j'2653 (949) 768-2600 ii @ ,. a-e11-1~ , ~ l J?..... i,. 44491 , 1111o, 3-\P OJECT "" •~-ER RCE NO. DATE REVISIONS _ DATE BY DESCRIPTION APP'D DESIGNED JPS DRAWN CADD CHECKED JLB DATE 07/04 COSTA MESA SANITARY DISTRICT 168-1 SHEET 16 OF 34 ±L..----------------------------------------------------------------------...I..---------.L....--:""----------------.&...------------------.....1----....L.----...L..------------...... -------' - ) J APPROVED: IRVINE RANCH WATER DIS I R1CT DIRECTOR OF ENGINEERING AND PLANNING GREGORY P. HEIERTZ R.C.E. 33084 CONSTRUCTION PLANS FOR THE IRVINE AVENUE TER AIN REP DAlE PROJECT NO. 10364 -ta-.. -..- IRVINE RANCH WATER DISTRICT SEPTEMBER 2004 ENT SUBMITTED BY: DANIEL BOYLE ENGINEERING ~ R.C.E. 44497 (EXPIRES MARCH 31, 2006) DM•i,Jut:.- consu1ting Engineers 23231 South Pointe Drive, Suite 103 l.aguno Hill5, CA 92653 1949) 768-2600 ~'DAlE RECORD DRAWING nns IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TI1LEBLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER AND OWNbRS(S) Wll .1, NOT RE RESPONSIBLE FOR ANY ERROR(S) OR OMISSJON(S) WHICH HA VE BEEN INCORPORA1lill INTO Til!S DRAWING. ACTIJAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREIN AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION 01' ANY FACILITY TS REQUIRED, THE FACILITY SHOULD lIB FTET D LOCATED TN THE PRESENCE OF AN EMPLOYEE OF Tilli CITY I DISTRICT DR THE OWNRR(S) OF THE UTILITIES INVOLVED. -' ,. SHEET 17 OF 34 ,..__ __ __,. _______________________________________________________________________________________ .L...;:;:..;.:;.;:.;..,;..;...;:;.:...;::.;...a IJ 0 n " ' ) -II -< ) J L " 0 "' • C STANDARD SYMBOLS ---lt.--- ------'J ------ ------w------ ------R'J------ ------RW------------s------ ;--if··' ------FM------ @----- ~-------- ~-- CENTERLINE PROPOSED WATER LINE -SIZE AS INDICATED EXISTING WATER LINE -SIZE AS INDICATED PROPOSED RECYCLED WATER LINE -SIZE AS INDICATED EXISTING RECYCLED WATER LINE -SIZE AS INDICATED PROPOSED SEWER LINE -SIZE AS INDICATED EXISTING SEWER LINE -SIZE AS INDICATED EXISTING UNDERGROUND T.V. CABLE EXISTING GAS LINE -SIZE AS INDICATED EXISTING HIGH PRESSURE GAS LINE -SIZE AS INDICATED EXISTING STORM DRAIN -SIZE AS INDICATED EXISTING TELEPHONE CONDUIT EXISTING ABER OPTIC CABLE EXISTING POWER CABLE EXISTING SEWER FORCE MAIN -SIZE AS INDICATED EXISTING RIGHT-OF-WAY LINE EXISTING CONCRETE CURB EXISTING EDGE OF PAVEMENT (E.P.) PROPOSED WATER VALVE EXISTING WATER VALVE PROPOSED ARE HYDRANT (F.H.) EXISTING FIRE HYDRANT (F.H.) PROPOSED WATER SERVICE RECONNECTION EXISTING WATER METER (W.M.) -SINGLE EXISTING WATER METER (W.M.) -DOUBLE PROPOSED AIR RELEASE AND VACUUM RELIEF VALVE EXISTING AIR RELEASE AND VACUUM RELIEF VALVE PROPOSED BLOWOFF ASSEMBLY EXISTING BLOWOFF ASSEMBLY PROPOSED CATHODIC TEST STATION EXISTING CATHODIC TEST STATION EXISTING CATCH BASIN (C.B.) EXISTING MANHOLE (M.H.) EXISTING ELECTRICAL OR TELEPHONE VAULT EXISTING FENCE EXISTING POWER POLE UTILITY POTHOLE LOCATION EXISTING TREE EXISTING SHRUBS EXISTING PIPE ENCASEMENT -TYPE AS INDICATED ORANGE COUNTY ASSESSORS PARCEL NUMBER OR ALIGNMENT BEARING ffi DENOTES DETAIL NUMBER @--------DENOTES SHEET NUMBER --a PROPOSED WATER QUALITY SAMPLING STATION ~ t;::::;::;:::;--;-:;-:;;::;;;;::;-----.---------, CALL CONTRACTOR SHALL NOTIFY ~ TOLL FREE UNDERGROUND SERVICE ALERT / A MINIIIJM OF 48 HOURS g 1-800-227-2600 PRIOR TO BEGINNING ANY e • CONSTRUCTION WORK. ~ ~~~ 1/:f SEE GENERAL NOTES FOR ABAND AB AC ACP ANSI AV AWG AWWA BC BCR BEG BF BFV BLK BM BO CB CCP CF CIP CL CMLl:C CMSD CNB CONC CONT CP CPLG CTR ft. (CL) DIA DI DIP DWG E EC EL ENGR ETC EXIST (EX) FL F (FLG) FG FH FIP FM FS FT FUT FWY GA GAL GALV GB GV HP HORIZ ID INV INSUL IP IRWD LF LT MAX MH Ml MIN MJ N NE NW NO ABBREVIATIONS ABANDONED AGGREGATE BASE ASPHALT CONCRETE OR ASBESTOS CEMENT ASBESTOS CEMENT PIPE AMERICAN NATIONAL STANDARDS INSTITUTE AIR RELEASE I: VACUUM RELIEF VALVE AMERICAN WIRE GAUGE AMERICAN WATER WORKS ASSOCIATION BEGIN CURVE BEJGIN CURB RETURN BEGIN BLIND FLANGE BUTTERFLY VALVE BLOCK BE,NCHMARK MANUAL DRAIN AND BLOWOFF ASSEMBLY CATCH BASIN CONCRETE CYLINDER PIPE CURB FACE CAST IRON PIPE CLASS CEMENT-MORTAR LINED I: COATED COSTA MESA SANITARY DISTRICT CITY OF NEWPORT BEACH CONCRETE CONTINUOUS CATHODIC PROTECTION COUPLING CENTER CENTERLINE DIAMETER DUCTILE IRON DUCTILE IRON PIPE DRAWING EAST END CURVE ELEVATION ENGINEERING EliCETERA EXISTING FLOWLINE FLANGE FINISHED GRADE FIRE HYDRANT FEMALE IRON PIPE THREAD FORCE MAIN FINISHED SURFACE FEET FUTURE FREEWAY GAUGE GALLON GALVANIZED GRADE BREAK GATE VALVE HIGH POINT HORIZONTAL INSIDE DIAMETER INVERT INSULATED IRON PIPE IRVINE RANCH WATER DISTRICT LINEAR FEET LEFT MAXIMUM MANHOLE MILE MINIMUM MECHANICAL JOINT NORTH NORTHEAST NORTHWEST NUMBER PROJECT VICINITY RECORD DRAWING NTS oc OD PE PCC It (Pl) PH PO pp PSI PUE PVC PVMT R (RAD) REBAR REQD RT RW R/W RWV s SCE SCH SD SE SHT SPEC ss STA STL SW THK TC TS TYP UG VERT w WM 4 TlllS IS A RECORD DRAWING OF THE F ACILlTIES IDENTIFIED IN THE TilLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FlJRNJSHEIJ HY OTHERS. THE ENGINEER AND OWNERS(S) WILL NOT BE REoPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH IIA VE BEEN INCORPORATE[) INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT IROM Tllli CONDffIONS SHOWN HEREIN AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE ff THE PRECISE LOCATION OF ANYFAC!LlTY rs REQTJTRETJ, THE FACTTJTY 8HOTTT.f>RE FTP.IT) T ,OCAl'l!I) IN ·1·111,; PRESENCE OF AN EMPLOYEE OF THE CITY/ !)[STRICT OR 11lE OWNER(S) OF THE UTILITIES INVOLVED. NOT TO SCALE ON CENTER OUTSIDE DIAMETER PLAIN END POINT OF COMPOUND CURVATURE PROPERTY LINE POT HOLE PUSH-ON POWER POLE PRESSURE (POUNDS PER SQUARE INCH) PUBLIC UTITITY EASEMENT POLYVINYL CHLORIDE PAVEMENT RADIUS REINFORCING STEEL REQUIRED RIGHT RECYCLED WATER RIGHT-OF-WAY RESILIENT WEDGE VALVE SOUTH, SLOPE OR SEWER SOUTHERN CALIFORNIA EDISON SCHEDULE STORM DRAIN SAND EQUIVALENT OR SOUTH EAST SHEET SPECIFICATION STAINLESS STEEL STATION STEEL SOUTHWEST THICK TOP OF CURB TRAFFIC SIGNAL (CONDUIT /CABLE) TYPICAL UNDERGROUND VERTICAL WEST OR DOMESTIC WATER WATER METER ANGLE VICINITY MAP NOT TO SCA! E (211 i .....______._ ,_ I) . /1 /I 20 ll~~ 'l--:_-fi•. " -' ' -: " --·= I • -,,.,. =1 ,r-I -;c::F UN'J&llrrY CIIIIIE .. \/ _ ,_ SHT. NO. 4 17 18 19 20 21 :-;·1 32 J3 34 ·:·-7 T-8 T-9 T-10 .6,') -LA CANADA ,,.,.,,-,--MESADAIW MIRA LOMA PLACE PLACE ~l I I ~ I L ) ~ 1.# . "' . --_::-'' = '-o"..., \ ' \ \ ~ I .. . ~' / .. ----.1=--- = / ,>- . ~ ' ' ~ • I j j i ' --._ _ -• i ):;) ~ ' I -!I 1 ! .r~ !/ I I rr ' ANNIVERIIARY IRVINE AVENUE LANE SHEET INDEX MAP SCALE: 1' = 150' SHEET INDEX DESCRIPTION CNB TiTLE SHEE'"T (W!TH SIGNATURE BLOCKS) STAl~DARD SYMBOLS & .,BBREVIAT:ONS. '/!CINITY MAP, SHEET INDEX MAP, C!-lf'"··r •·'DEX ("l'B "·HsET" ''N' v' ,.,,'l,_t_ ,''II, f ,_,'1-:::,,_ ...... I...-V '-..1_) CONSTRUCTl('!N NOTFS, BASIS OF BEARINGS, BENCH MARK, PUBLIC AGENCIES & UTILITIES, c,rn GENERAL WATER NOTES, NOTICE TO CONTR~.CTOR, JOB SITE SAFE iY CNl3 24" WATER MAIN PLAN AND PROFILE SHEtT STA_ 9+94.00 TO STA. 20+00.00 CNB ~:, . " ,'+ WATER MAli.,J f'LAN AND PROf.lLE SHEET STA. 20+00.00 TO STA. 29+00.00 (.:!~ G 24'' WATER Mr'\IN PLAN AND PROF"ILE SHEET STA. 29+00.00 TO STA. 41 +56.93 CNB 24" WATEf\ MAIN F'LAN AND F'F(OF"ILE SHEET . STA 41 +56.93 TO ST I,. 51+26.18 C~B ?4" WATER MP.,i~,J F'LAN A f\1 D Pl"<OFIL[ SHEET c--/J. ~ t ,-,. 5·1 + 26.18 TO STA. 59+33.53 CNB 8'' Wt-, TER MA1N PL.AN ;HJD PROF!LE SHE.ET -STA. f30+00.00 TO ST A. 6:+27.9L CNB MISCELL,A.NEOUS DETAILS CMSD TITLE SHEET (WITH SIGNATURE BLOCKS) STANDAF?D SYMBOLS & ABBR[,iiATICNS, VICil·JIT'! MAP, SHEET l!,DEX MAP, "'HC""'T "'De-•., (C .. 1SD CHC"ETe O"l Y' ::-, , __ t_, ,1~!.r:.". ~iv~ . ._..., ,...._10 ,_,,,._) CONSTRUCTION NOTES. BASIS OF BEARINGS, BENCH MARI<, CMSD GENERAL SEWER NOTES, Pl.'BL!C AGENCl[S & UTl!.ITiES. NOT!CE TO CONTRACTOR, JOB SITE SAFETY CMSD Gii.A'✓ITY S[WER MAIN F'L.A.N AND PROFILE •• IRVINE AVENUE -STA 90+00.00 TO STA. 95+41.37 CMSD GFiAViTY SEWER f~AIN PLAN 111,C PROF,L[ • MESA DRIVE -STA. 0+79.46 TO STA. 1+47.79 CMSD 12" S[WER FORCE MAIN PL/>,N At,D PROFILE -STA. 199+80.00 TO STA. 200+82.6± IRWD TITLE SHEET (WITH SIGNATURE BLOCKS) STANDARD SYMBOLS I: ABBREVIATIONS, VICINITY MAP, SHEET INDEX MAP, SHEET INDEX (IRWD SHEETS ONLY) CONSTRUCTION NOTES, BASIS OF BEARINGS, BENCHMARK. IRWD GENERAL NOTES, PUBLIC AGENCIES I: UTILITIES, NOTICE TO CONTRACTOR, JOB SITE SAFETY IRWD 12'' WATER MAIN PLAN ANO PROFILE -STA. 7o+OO.OO TO STA. 79+00.00 IRWD 12" WATER MAIN PLAN AND PROFILE -STA. 79+00.00 TO STA. 83+72.5± CORROSION PROTECTiOls Pl.AN AND GENERAL NOTES FOR CNB 24" WATER MAIN CORROSION PROTECT'ON D[T.l\lLS ,OR Cl·JB 24' WATER M,l\lN CORi~OSION PROTECT!Ol'l DETAILS l"OR CNB 24" W./\TER MAIN TRAFFIC CONTROL KEY MAP, NOTES ilND LEGEND, fRl\FHC CONTROL FOR CNS 8' WATER MAIN • IRVINE AVENUE FROM UhllVERSITY ,\VENUE TO MIRA LOMA PLACE iRAFFIC CONTROL FOR CMB 24'· WATER MAIN iRI/INf" AVENUE FROM UNIVERSITY AVENUE TC, MFSA DRIVE. TR/\FFIC CDNTROc FOR Cl~B 24" WATER MAJN -iRVINE AVENUE AT MES,\ DRIVE INTERSECTION TRAFFIC CONTROi_ FOR CNB 24" WATER M/1.IN • IRVINE t,VENUE FROM MESA DRIVE TO SA.NTA. ANA DELHI CHANNEL, IRVINE AVENUE: AT BRISTOL STREET :RA.fTIC CONTRO, FOR CNB 24" WA.TEP MAIN • IRVINE AVENUE FROM SANTA ANA DELHI CHANNEL ,O BRISTOL STREET TRAFTiC CONTROL roR CMSD GRAVITY MA!NS -l~ViNE AVENUE NORTH OF MESA DRIVE 'TR.,!J..~~F!C CONTROl. FOR CMSD 12" SEWER FORCE MAIi" -IR\/iNE AVENUE .~T MESA DRIVE INTERSECTION TR1'..Ft'-!C CONTROi FOR CMSD GRAVITY SEWER MAINS -IRViNE AVENUE AT MESA DRIVE INTERSECTION TRAFFIC CONTROL FOR IRWD 12" WATER MAIN -IRVINE AVENUE FROM UNIVERSITY DRIVE TO MIRA LOMA PLACE TRAFFIC CONTROL FOR IRWD 12" WATER MAIN -IRVINE AVENUE FROM MIRA LOMA PLACE TO MESA DRIVE TRAFFIC CONTROL FOR IRWD 12" WATER MAIN -IRVINE AVENUE AT MESA DRIVE INTERSECTION ° FURTHER INFORMATION. i!L-~~~~U~n~der:;:g~ro:un~d~S:;•'~"'c:•~A~l•~rtL...:.::.:=~-===~.l.-------------..--------..----------------------------------------------------------..--------------------------------------------------__;-...,. ___ _J ~ NO. DATE REVISIONS APPROVED DESIGN: J.P .S. -'·\. __ ., !; DflNli •• ,INGIIIEIUNG PRINCIPAL ENGINEER ,t---y------,,------------------------,,------1 / ~----------------------------------------------1 C DRAWN: ;;.l---+------11-------------------------11--------1 0 R W.J.K, . .. . . -.:--J -1----+-----+----------------------+--------11---------1 Consulting Engin~rs IRVINE RANCH :: CHECKED: ••-D'"""CT o t-,,,_..+-------1,-------------------------11-------1 23231 south Pointe Drive. suite 103 ,., .. .,,ru PROJECT MAN A.GER DATE l/17, D( IRVINE RANCH WATER DISTRICT IRVINE AVENUE WATER MAIN REPLACEMENT PROJECT NO. 10364 STANDARD SYMBOLS AND ABBREVIATIONS, VICINITY MAP, SHEET INDEX MAP, SHEET INDEX SHEET 18 OF 34 ;;-:2 1120106 RECORD DRAWING J,L.B. Laguna Hills, CA 92653 (949) 768-2600 STEVEN L. MALLOY RCE 31926 ,:---.......................................................... ______________ .... ..., ____ ..., _______ ..., ___________________________ __. _________ ..;.. ___________________ ...... _______________________________ __. ________________________ ... -~ ......... -... CONS I Al.JC I ION NOTES IRWD GENERAL NOTES PUBLIC AGENCIES & UTILITIES @ (z) (~ 0 @ (11) ~, <Iv @ e @ @ CITY O~-NEVVPORT 8[,l°\C:H 24'' DOM[ST!C WATERLINE ------·--------------- ~P'TION CONSTRUCT 24" CML&TW STEEL P!PE (1/4" MIN PLATE THICKNESS) TRENCHING ,~ND BEDDING PER DE:TAIL (3\ \ 11 / ,, __ ./ INSTALL 4" PERFORATU) f'VC (SCH 80) PIPE WRAPPED iN .3/4" CRUSi1l:D ROCK PER lk IAIL,/1\ (_....:__, ~/ INSTAl.L 8'' PVC AWWA 0900 (CL 200) PIPE AND FITTir-.!GS. TRENCHINC AND BEDDlrJG PER DETl,IL (5") \J_!) INSTA.LL 6" PVC AWW/\ C900 (CL 200) P1PE AND FITTINGS. TRENCHING AND BEDDING PER DETAIL ('J_::\ \JY INSTALL 24' FLG BFV (CL 250) PFR CITY OF NEWPORT BEACH STD-c,10-L--C AND STD-51;-I__ INSTALL 8" Fl_G,MJ RWV (CL 200) PER CITY OF NEWPORT BEACH STD-510-L-C AND STD-511-L lt,STALL f." FLGxM,J RWV (CL 200) PU! CITY o,· NEWPORT BEACH STD-510-L -C AND STD-5n-L. INSTALL FIRE HYDRANT ASSEMBLY PER CllY Of NEWPOf(f BE.ACH STD··500-L (J 3765R). CORROSION PROTECTION REOUIRE.MENTS PER SHEET CP-1. REPLACE TRAFFIC SIGNAL l.OOPS PEFi PRO,JECT SF'ECIFICATIONS. INSTALL 2" AIR AND VACUUM RELEASE VALVt. ASSEr~BL Y PER CITY OF NEWPORT BLACH STD-515-L. CORROSION PROTECTION REQUIREMENTS PER SHEET CP-i. ABANDON AND REMOVE EXISTING AIR AND VACUU,1 RELEASE ASSEMBLY. INSTALL PLl.:GS, THRUST BLOC!<, AND ABANDON EXiSTi~IG WATER f,\AII, AT fffAREST ACTIVE CONNECTION. EXISTING WATER MAlflS A.RE TO BE ABANDONED AFTER NEW MAIN H.AS BEEN f'LACED IN SERVICE A,JD AU_ SERViCE LA1f:RALS FROM THE OLD MAIN HAVE BEEN TRANFERRED TO NEW MAil-J. ABANDON EXISTING VALVES IN PLACE, BACKrn_L V!,LVE CANS, REMOVE Vi,LVE COVERS AND F/El"LACE EXISTING A.C PAVEMENT. ABANDON AT NEAREST VAL VE AND REMOVE EXISTING !IRE HYDRANT LA TER,".L AND FIRE HYDRANTS. IN STAL c BURIED FLAt,GE INS ULA TING i\lT AND 4-WIRE TES' STA T,ON. SEE CORROSION PROTECllON SITE PLAN ON SHEET CP 1- CONSTRUCT 1-ANCDE CATHODIC PfWTECTION TEST Sl AT!CN. SEE CORROSION PROTECTION SITE PLAN ON SHEET CP-1. INSTALL ,,. DOMESTIC WATER SERVICE METE.R PEI-/ Cl-i'f' OF NEWPORT BEACH STD·-502-L. Gf~AVITY __ SE WER DESCRIPTION REPLACE TRAFFIC SIGNAL. LOOPS PEF~ PROJECT SPEC!F!Cf,.T!ONS, 27" EXTRA STRENGTH VITRIFIED CL.~ Y PIPE WITH TYl0 E ,.G" COMPRESSION ,JOINTS_ TRENCHING AND BEDDING PER CMSD STD. OWG. NO. S--112_ 18" EXTRA STRENGTr' VlfRIFiED cu,Y PIPE WITH lYPE "G'' COMPRESSION JOINTS. TRU✓CHING AND BEDD1NG PEr, CMSD STD. DWG_ NO. S--,12. 12" lXfRA SlRENGlH VITRIFIED CLAY PIPE WITH TYPE 'G" COMPRESSION JOINTS_ rRE~ICHING AND BEDDING PER CMSD STD DWG. NO S-112. 8" EXTRA STRENGTH VITRIFIED CLi'Y PIPE WITH TYPE 'G"' COMPRESS'ON JOINTS. TRENCHING AND BEDDING f'ER CMSD STD. DWG. NO. S-112. CONSTRUCT 72" MANHOLE PER C:MSD STD. DWG. NO. S-100-A WITH 12·· ID BASE SECTION AND PL,ASTiC (POL.YVINYL CHLORIDE) LINER, AMERON T-LOCK LINER OR .APPROVED EQUAL. INSTM_1_ LINER PER MANUFACTURER (AMERON) SPECIFICATIONS. CONSTRUCT 48' MANHOI_E PER CMSD STD. DWG. NO. S--100 WiTt-, PLASTIC (POL YVINYl_ CHLORIDE) LINER, AME RON T-cOCK LINER OR .~PPROVED EQUAL. INS1 ALL LINER PER MANUFACTURER (AMERON) SPECIFICATIONS. CONSTRUCT DROP MANHOLE PER CMSD STD. DWG. NO. S-102_ USE 72" ID BASE SECTION WITH MANHOLE CONSTRUCT10I-J ;>ER CMSD STD. DWG. NO. S-100-A /,ND PLASTIC (POLYVINYL CHLORIDE) LINE'<, AMERON T-LOCK LINER OR APPROVED EQUAL. INSTALL LINER PER MANUFAc;uRtR SPECIFICATONS_ ABANDON AND REMOVE INTERFERINC PORTIO"S OF EXiSTING SEWER. PLUG ABANDOt,ED L!'-IE. REMOVE EXISTING MANHOLE FRAME, RINGS, AND COVEFl TO 24·' BCLOW GRADE. BACKFILL MANHOLE WITH 1 SACK SLURRY. CUT AND PLUG INCOMING LINES PER CMSD INSPECTOF( DELIVER OLD FRAMES, RINGS AND COVERS TO CMSD CORPORATE YARD AT 2370 PLACENTIA !\VENU[, COSTA MESA. • ' CALL CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY CONSTRUCTION WORK. ti.• TOLL FREE 1-800-227-2600 l'Ml WORKING DAYS IIERlAE YOO DIG SEE GENERAL NOTES FOR FURTHER INFORMATION. ITEM ® @) ® @ @ @ @ @ @ IRVINE RANCH WATER DISTRICT 12" DOMESTIC WATERLINE DESCRIPTION REPLACE TRAFFIC SIGNAL LOOPS PER PROJECT SPECIF'ICA TIONS. INSTALL 12" PVC AWWA C900 (CL 200) PIPE AND FITTINGS. TRENCHING AND BEDDING PER IRWD STD. DWG. NO. W-11. INSTALi,. 8" PVC AWWA C900 (CL 200) PIPE AND FITTINGS. TRENCHING AND BEDDING PER IRWD STD. DWG. NO. W-11. INSTALL 6" PVC AWWA C900 (CL 200) PIPE AND FITTINGS. TRENCH'ING AND BEDDING PER IRWD STD. DWG. NO. W-11. INSTALL 4" PVC AWWA C900 (CL 200) PIPE AND FITTINGS. TRENCHING AND BEDDING PER IRWD STD. DWG. NO. W-11. INSTALL 12" FLG BFV (CL 150) PER IRWD STD. DWG. NO. W-7. INSTALL 8" F'LGxPUSH-ON RWV (CL 150) PER IRWD STD. DWG. NO. W-7. INSTALL F'IRE HYDRANT ASSEMBLY PER IRWD STD. DWG. NO. W-6. REMOVE EXISTING FIRE HYDRANT LATERAL AND F'IRE HYDRANTS. SALVAGE F'IRE HYDRANTS AND DELIVER TO IRWD OPERATIONS CENTER AT 3512 MICHELSON DRIVE, IRVINE CA 92612 INSTALL PLUGS, THRUST BLOCK, AND ABANDON EXISTING WATER MAIN AT NEAREST ACTIVE CONNECTION. EXISTING WATER MAINS ARE TO BE ABANDONED AF'TER NEW MAIN HAS BEEN PLACED IN SERVICE AND ALL SERVICE LATERALS FROM THE OLD MAIN HAVE BEEN TRANF'ERRED TO NEW MAIN. ABANDON EXISTING VALVES IN PLACE, BACKFILL VALVE CANS, REMOVE VALVE COVERS AND REPLACE EXISTING AC PAVEMENT. INSTALL 1• DOMESTIC WATER SERVICE METER PER IRWD STD. DWG. NO. W-1. INSTALL 4" DOMESTIC WATER SERVICE METER WITH MANIFOLD ASSEMBLY PER IRWD STD. DWG. NO. W-4. INSTALL WATER QUALITY SAMPLING STATION PER IRWD STD. DWG. NO. W-26. CONNECTION AT UNIVERSITY DRIVE AND IRVINE AVENUE SEE DETAILffi QD ,, 1 C' T p I C'. ·r· l.....'1•.)1:,L, _ITEM Del;ICRIPTION 0 REPLAr;E n::PC"FIC Si(_'.;NAL L.OOPS PE.F~ PRO'-lf:CT SPE(iC('.~_/.>.T!(if',.i'.:_; iNsr.:,._u_ 1/' P\''~'. 1:..v-.uvA (;9()0 P!PF ANO F1TT!h.JGs c~cA.'=•'=· ".200,1 W!-l'H TH 1•e:t_.,ST 8LCC:f':.~ F:.,,,T ALL_ HORIZONTAi __ Al"-J[,i VEF~T:CA~-:Jf:.NL,·:; FER ClTY CF·· LJENF-'(\r-s;T l')FACH STD-510-L-C Tf-lRU--;T Ll\Jl(;l-<. Sl-11\L L fUL: '1 Fr-..Jc,,:.:..-d::: 1\:_t 8EL;_·;1.N (;ROUND DUCTILE !FION r!l :·1NC':) !-Of,' CORRO".:,fCr·J PRO rt: (_:T:or,.J TR[NCH!NG AND BC.:DDit\JG PE!~ Ct\~S[' ~_:TD DWG NO ~;ft·1•1J. 1. THE CONTRACTOR SHALL HAVE A COPY OF' THE IRWD PROJECT MANUAL, CONSTRUCTION MANUAL AND CONSTRUCTION PLANS ON THE JOB AT ALL TIMES. 2. THE IRWD INSPECTION REPRESENTATIVE, SHALL BE NOTIFIED AT LEAST TWO (2) WORKING DAYS PRIOR TO BEGINING CONSTRUCTION AND OF ANY REQUIRED OBSERVATION. NO FACILITIES SHALL BE BACKFILLED UNTIL INSPECTED BY IRWD. STANDARD WORKING HOURS FOR IRWD INSPECTION/OPERATIONS PERSONNEL ARE 7:00 a.m. TO 3:00 p.m. MONDAY THROUGH FRIDAY, EXCLUDING HOLIDAYS. 3. THE WALL AND F'ACE OF' ALL EXCAVATIONS FIVE (5) F'EET OR GREATER IN DEPTH SHALL BE EF'F'ECTIVEL Y GUARDED BY A SHORING SYSTEM: TRENCHES OR EXCAVATIONS LESS THAN F'IVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 4. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK F'ROM CAL-OSHA. EXCAVATION PERMIT BECOMES VALID ONCE ALL REQUIREMENTS PURSUANT TO ASSEMBLY BILL 3019 ARE PERFORMED PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL SUBMIT A MINIMUM OF' 3 WEEKS PRIOR TO START OF CONSTRUCTION SHOP DRAWINGS OF' THE PROPOSED SHORING PLAN INCLUDING DRAWINGS AND CALCULATIONS SIGNED AND SEALED BY A CIVIL ENGINEER REGISTERED IN THE STATE OF' CALIFORNIA. 5. THE CONTRACTOR SHALL MAINTAIN THE WORK AREA IN A NEAT, SAFE, CLEAN AND SANITARY CONDITION AT ALL TIMES AND TO THE SATISFACTION OF THE AGENCY HAVING JURISDICTION OVER THE AREA. WORKING AREA SHALL BE KEPT CLEAN OF DEBRIS, WITH DUST AND OTHER NUISANCE BEING CONTROLLED AT ALL TIMES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ANY CLEANUP ON ADJACENT STREETS AFFECTED BY HIS CONSTRUCTION. CONTRACTOR SHALL HAVE A FUNCTIONAL STREET SWEEPER AND WATER TRUCK AVAILABLE AT ALL TIMES DURING CONSTRUCTION WORK HOURS. 6. ONLY DISTRICT PERSONNEL SHALL OPERATE DISTRICT VALVES. THE CONTRACTOR SHALL CONTACT IRWD INSPECTION DEPARTMENT A MINIMUM OF THREE WORKING DAYS PRIOR TO VALVE OPERATION. 7. THE DESIGN PRESSURE FOR THE PROPOSED PIPELINE IS 150 PSI. THE TEST PRESSURE FOR THE HYDROSTATIC PRESSURE TEST, TO BE PERFORMED IN ACCORDANCE WITH THE PROJECT MANUAL, SHALL BE 200 PSI AT THE LOWEST POINT OF' ANY TEST STATION. 8, ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ANY SPECIAL REQUIREMENTS OF THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD, SANTA ANA REGION. 9. EXISTING IRRIGATION SPRINKLER PIPING IS NOT SHOWN ON THE PLANS. CONTRACTOR SHALL REPAIR OR REPLACE DAMAGED PIPING OR WIRING IMMEDIATELY, TO THE SATISFACTION OF IRWD AND THE PROPERTY OWNER. ALL DAMAGED SPRINKLER HEADS AND VALVES SHALL BE REPLACED WITH NEW DEVICES OF LIKE MAKE AND MODEL. 10. STATIONING REFERS TO CENTERLINE OF PIPELINE, EXCEPT AS SHOWN. 11. ALL WATER, GAS, ELECTRIC, TELEPHONE AND CABLE TV SERVICES ARE NOT SHOWN ON THE PLANS. THE CONTRACTOR SHALL FIELD VERIF'Y LOCATION OF' ALL WET AND DRY UTILITY SERVICES PRIOR TO BEGINNING PIPELINE CONSTRUCTION AND PROTECT UTILITY SERVICES IN PLACE. 12. REF'ER TO IRWD STD. DWG. W-14 F'OR CRITERIA ON PIPELINE CROSSING AND SEPARATION REQUIREMENTS. 13. THE CONTRACTOR SHALL MAKE INQUIRIES AND CONTRACT WITH PRIVATE PROPERTY OWNERS IN THE VICINITY OF' THE PROJECT TO OBTAIN USE OF A MOBILIZATION AND MATERIAL STORAGE AREA. 14. CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING CITY OF NEWPORT BEACH, CAL TRANS, AND ORANGE COUNTY F'LOOD CONTROL CHANNELS, STORM DRAIN, AND/OR STORM DRAIN FACILITIES. STORM DRAIN FACILITIES ADJACENT TO THE EXCAVATION OR WITHIN THE LIMITS OF CONSTRUCTION WORK AREA IF DAMAGED OR ALTERED SHALL BE REPAIRED AND RESTORED TO THE SATISFACTION OF THE OWNER. 15. PERFORM ALL WORK ON THE PROJECT IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL STORMWATER POLLUTION PREVEt,ITION LAWS AND THE STORMWATER POLLUTION PREVENTION BEST MANAGEMENT PRACTICES (BMP-■J PROVIDED IN THE APPENDICES OF THE CONTRACT DOCUMENTS. 16. CONTRACTOR SHALL NOTIFY IRWD CUSTOMERS 72 HOURS IN ADVANCE OF ANY CUSTOMER SHUT DOWN, UNDER THE SUPERVISION OF IRWD PUBLIC AFFAIRS DEPARTMENT. 17. ALL VALVES 12" AND LARGER SHALL BE WITNESS TESTED FOR LEAKAGE PRIOR TO INSTALLATION IN THE PRESENCE OF' IRWD INSPECTOR. TEST PRESSURE TO BE THE SAME CLASS RATING AS VALVE FOR FIVE (5) MINUTES EACH DIRECTION. RECORD DRAWING nrrs IS A RECORD DRAWING OF THE FACILITIES IDENTIFIJill INTHETITIE BLOCK ONLY AND HASBEENPREPARlill!N PART ON TilE BASIS OF INFORM/\ TION COMPILED AND FURNISHED BY OTHERS. THE ENG !NEER AND OWNERS(S) WILL NOT BE RESl'(lNSillLIHDR ANY ERROR(S) OR OMISSION(S) WHICH fTAVEI3EENINCORPORATED1NTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THF. CONDT1 JONS SHOWN HEREIN AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. lF TI!EPRECISELOC/\TION OF ANYFACILITYIS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THF. PRESENCE OF AN EMPLOYEE OF THE CITY I DJ STRICT OR THE OWNER(S) OF TIIE UTILITIES INVOLVED • UNDERGROUND SERVICE ALERT CITY OF NEWPORT BEACH (UTILITIES) -UTILITY CLERK (BOO) 227-2600 (949) 644-3011 (DAY) (949) 644-3717 {NIGHT) COSTA MESA SANITARY DISTRICT -ROBIN HAMERS (949) 631-1731 IRWD SYSTEMS OPERATORS -STEVE HABIGER (949) 453-5745 IRWD CONSTRUCTION SERVICES GROUP -BILLY STEWART (949) 453-5810 IRWD INSPECTION -MIKE JACK (11-49) 453-5815 IRVINE RANCH WATER DISTRICT MAIN OFFICE (949) 453-5300 MESA CONSOLIDATED WATER DISTRICT -BOB McVICKER (949) 3511-4055 ELLER MEDIA COMPANY -CARLOS URIAS (714) 289-2018 COUNTY OF ORANGE, PF'RD -DAVE PICKRELL (714) 567-7868 ICGTEL -DAVE ULRICH (949) 884-1287 MCIWORLDCOM -CHARLES WELCH (972) 656-6018 MEDIAONE -BRIAN CATON (714) 549-7590 METROPOLITAN WATER -MARCO BUNTICH (213) 217-8879 NEXTLINK -BUD SMITH (714) 434-6614 PACIFIC BELL -ENGINEERING (714) 686-5454 COMCAST -JOE BARRIAS (714) 338-2081 ORANGE COUNTY WATER DISTRICT -STEVE CONKLIN (714) 378-3211 SC EDISON -WALLACE ZIMMERMAN (714) 973-5409 SOUTH_!;;RN CALIF'. GAS CO. -TECHNICAL SUPERVISOR (714) 834--3033 --,------✓--'-......... (oRANG~ c:ou-~TY r~ANS~ORTATK>N AUTHORITY -{714) -285-4332 --A ---- NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION (PLAN AND ELEVATION) OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. UNLESS OTHERWISE DIMENSIONED, LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND SUB-STRUCTURES SHOWN ON THE DRAWINGS ARE APPROXIMATE ONLY. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINE OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THOSE LINES OR STRUCTURES. CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL UTLITIES SHOWN ON THE DRAWINGS. "CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD CNB, CMSD, IRWD AND DANIEL BOYLE ENGINEERING AND ITS EMPLOYEES, OFFICERS, OR AGENTS, HARMLESS AGAINST ANY AND ALL CLAIMS BY ANY PARTIES ARISING FROM, OR RELATED TO, ANY AND ALL DAMAGES, INCLUDING LEGAL COSTS ANO ATTORNEYS FEES, RESULTING FROM INTERFERENCE WITH. INTERRUPTION OF, DAMAGE TO, OR ANY AND ALL INJURIES WHICH RESULT F'ROM DAMAGE CAUSED TO SUBSURFACE INSTALLATION AS DEFINED IN !,OytANM£NT CODE: 4216.1(J), WHICH IS UNFORESEEN AND DESPITE ENGINEER'S EF'F'ORT DURING THE DESIGN PROCESS WAS NOT LOCATED, EXCEPTING ONLY THE GROSS NEGLIGENCE OR WILLFUL MISCONDUCT OF' ENGINEER IN PROVIDING ITS SERVICES." JOB Si IE SAFEI Y BY ACCEPTING THIS CONTRACT, CONTRACTOR HEREBY RELEASES AND AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS CNB, CMSD, IRWD, AND DANIEL BOYLE ENGINEERING, THEIR AGENTS, EMPLOYEES, CONSULTANTS AND REPRESENTATIVES F'OR ANY AND ALL DAMAGE TO PERSONS OR PROPERTY OR WRONGFUL DEATH REGARDLESS OF WHETHER OR NOT SUCH CLAIM, DAMAGE, LOSS OR EXPENSE IS CAUSED IN WHOLE OR IN PART BY THE NEGLIGENCE, ACTIVE OR PASSIVE, OF CNB, CMSD, IRWD OR DANIEL BOYLE ENGINEERING, AS WELL AS THEIR AGENTS AND EMPLOYEES TO THE FULLEST EXTENT PERMITTED BY LAW. SUCH IDEMNIFICATION SHALL EXTEND TO ALL CLAIMS, DEMANDS, ACTIONS, OR LIABILITY FOR INJURIES, DEATH OR DAMAGES OCCURING AFTER COMPLETION OF THE PROJECT, AS WELL AS DURING THE WORK'S PROGRESS. CONTRACTOR FURTHER AGREES THAT IT SHALL ACCOMPLISH THE ABOVE AT ITS OWN COST, EXPENSE AND RISK EXCLUSIVE OF AND REGARDLESS OF ANY APPLICABLE INSURANCE POLICY OR POSITION TAKEN BY ANY INSURANCE COMPANY REGARDING COVERAGE. BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON THE THE BEARING BETWEEN OCS HORIZONTAL CONTROL STATION GPS NO. 6171 AND STATION GPS NO. 1117 BEING N80"03'22"E PER RECORDS ON F'ILE IN THE OF'FICE OF THE ORANGE COUNTY SURVEYOR. BENCHMARK: JN-110-89 ELEV-50.52 DATUM=NGVD 29/1995 OCS ADJUSTED DISCRIBED BY OCS 1989 -F'D 3 3/4" OCS ALUMINUM BENCHMARK DISK STAMPED JN-60-89 LOCATED AT tHE SOUTHERLY PORTION OF THE INTERSECTION OF IRVINE AVENUE AND BRISTOL STREET (SOUTH) IN THE CITY OF NEWPORT BEACH, AT THE EASTERLY CORNER OF' A 4 F'T. BY 22 F'T. CATCH BASIN, 43.5 F'T. SOUTHEASTERLY OF THE CENTERLINE OF IRVINE AVENUE, 100 FT. SOUTHWESTERLY OF THE CENTERLINE OF BRISTOL STREET, 4 F'T. BEHIND THE CURB. Underground Service Alert NO. DA--TE,__...;... __ --'---~R---EV--IS--10-NS-'--------AP-P-RO-V-ED~D-E-SI-GN-:-----r----_--.'.-;'l-f,; _____ .---_ .• _-,,.-.-.-------,--~---:..---,--,-------/-------------D--AT ... E ___ IR_VI_N_E_R_A_N_C_H_W_~_l"_E_R __ D_I_S_T_R_I_CT ______ PU_B_L_IC_A_G_E_N_C_Y_N_O_T_E_S_, __ .,....S_H_EE-T--I J.P.s. DflNlj ~~ltlGUIEERING f! ~'=EIH :. soy(:-, RCE 44497 PROJECT MANAGER if,,;.r IRVINEAVENUEWATER MAIN BENC~o~,~~K•TgA~~~To;A~i~;:NGS, 19 DRAWN: W.J.K. Consulting Engineers IRVINE RANCH REPLACEMENT WATER CONSTRUCTION NOTES, OF 23231 South Pointe Drive. Suite 103 l!ffl! DBIRICI' PRINCIPAL ENGINEER PROJECT NO 10364 QU AL NOTES 34 Laguna Hills.CA 92653 (9491768-2600 STEVEN L MALLOY RCE 31925 ■ ANTITIES, AND GENER CHECKED: t-l:.:2~2\---+-,/-'2-0/_0_6--lf-R-~-C-O_R_D_D_R_,ll_~_lN-G--------------+------1 J.L.B. --- _-__ ' ! l=--h-----4& _, §+--:f'-, I=- - ;-- ' r . - ;; ==mt ~ -------------,, .... - I CO- ,'ii J ffl -------2& -----------------+ -----~ ------------""-----~------,---,---- " _, I ---------------10 RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDEN n FlcD IN THE TilLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS THE ENGINEER AND OWNERS(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HA VE IlEEN IN CORPORA IBD INTO THIS DRAWING ACTI T AL CONDITIONS WIJ,L VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREIN AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IFTHEPRECISEWCATIONOFANYFACILITYIS Rli(/Ulllliil, THE FACILITY SHOULD BE FIELD LOCAIBD IN THE PRESENCE OF AN RMT'I.OYEE 01' THE CITY /DISTRICT OR THE OWNER(S) OF THE lTTILITIES INVOLVED_ SCALE: 1''=40' UNIVERSITY DRIVE ' CAL!. ~ TOU. FREE I C -- I l I ,-- ' • - -' ' - L --••i"""J~-• •-••~ ~''""" ,·---~co·., ••~~ , .~-y .-,.-.. , __ •" c•, <i;-~=-• .-,---.,•~ 0 e,_, ,.-; ,- 71 ' a - L ----t---~ - I ,--- l 72 STA. 2+13.94 68 CONNECT TO EXISTING ST A. 2+08.94 4• ACP WATER MAIN WITH TRANSITION COUPLING INSTALL 45" DI BEND AND THRUST BLOCK PER IRWD STD. DWG. NO. W-12 FOR CONTSTRUCTION OF 8" DOMESTIC WATER MAIN SEE SHEET NO. 10 - , • i I L V - • L I ) 73 74 1-800-717-2600 TM> MlRKING DA'tS BEFORE YOU DIG CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT A MINIMUM Of 48 HOURS PRIOR TO BEGINNING ANY CONSTRUCTION WORK. IRVINE AVENUE Underground Service Alert SEE GENERAL NOTES FOR FURTHER INFORIIA TION. i-.:.:N.:O:.:... ~..:D:;:.A.:.:T.:E'--..---------:..::RE:.V.:.:l.=:cS.:.:IO:.:.N.:.:S:..._ _______ ""T'"..:.A.:.:.P..:.P.;.;Rc,:;O..:.V::.E::.D--1 DE SIGN: DRAWN: J.P.S. W.J.K. CHECKED: l-/2-,'2.--\l---1/._:2_0_10-tl-l---R~-C-O_R_O_O_R._,i!,_~_1_N_G--------------+------i J.L.8. C ! -' ' DflNIIL -~--'"-··"· --,-·-i • ---'. ,c,·: :.:·:, --, . , --' Consulting Engineers 23231 south Pointe Drive, Suite 103 Laguna Hills, CA 92653 (949) 768-2600 ~ ...-, IRVIN! RANCH nm nmmcr - - -- -- - I - . ~ I +-' • I - ' ••• -l -..• - ' -' ' -: --= --! ! -' SCALE HORIZ: VERT: 1"=40' 1 "=8' f -- I ' , -l --1---! ---+-i---- I I I -'i ' ' 76 -!-------- I I -. -----, ______ , ~ ----_,, __ -----------· ·:.r- ' -., ... -,.. i ' ) ~ --: ' - +-·--c->}•·-·••-i-•;s.--"· ~ ~--~-·-~--~ j 77 STA. 2+22.07 INSTALL 45° DI BEND AND THRUST BLOCK PER IRWD STD. DWG. NO. W-12 1211 DOMESTIC WATER MAIN 60 IRVINE RANCH WATER DISTRICT DATE PROJECT MANAGER ! - ' 4. 5. 6. 7. 8. 9. ! ' I 1 ' ' " ' ~-------~ -~-~----~--·-· -•~~·~ ~- , ! -II I I -ld-i 1-... ' - --.. 78 -- ----- - I n ~ -i ·- -----. -- - 79 •O, ~ • - r ---~ cfi:=t-~ --- EL - -- :fl!: --. , ' ' - -&& -f;6,_I V H . 1 ,_...... 2 CONS I RuOTlON NOTES REPLACE TRAFFIC SIGNAL LOOPS PER PROJECT SPECIFICATIONS. INSTALL 12" PVC AWWA C900 (CL 200) PIPE ANO FITTINGS. TRENCHING AND BEDDING PER IRWD STD. DWG. NO. W-11. @ INSTALL 8" PVC AWWA C900 (CL 200) PIPE AND FITTINGS. TRENCHING AND BEDDING PER IRWD STD. DWG. NO. W-11. INSTALL 4" PVC AWWA C900 (CL 200) PIPE AND FITTINGS, TRENCHING AND BEDDING PER IRWD STD. DWG. NO. W-11. INSTALL 12" FLG BFV (CL 150) PER IRWD STD. DWG. NO. W-7. INSTALL 8" FLGxPUSH-ON RWY (CL 150) PER IRWD STD. DWG. NO. W-7. INSTALL FIRE HYDRANT ASSEMBLY PER IRWD STD. DWG. NO. W-6. REMOVE EXISTING FIRE HYDRANT LATERAL AND FIRE HYDRANTS. SALVAGE FIRE HYDRANTS AND DELIVER TO IRWD OPERATIONS CENTER AT 3512 MICHELSON DRIVE, IRVINE CA 92612 A MINIMUM COVER OF 42" (BELOW CONSTRUCTION SUBGRADE) SHALL BE MAINTAINED OVER CENTERLINE OF ALL PIPELINES. A MINIMUM 6" CLEARANCE BETWEEN EXISTING UTILITIES AND PROPOSED PIPELINES SHALL BE MAINTAINED AT CROSSINGS. CONTRACTOR SHALL VERIFY DEPTH, LOCATION AND DIMENSIONS OF EXISTING FACILITIES AND CONNECTION POINTS PRIOR TO CONSTRUCTION OF MAINS. FOR ALL WATERLINE CONNECTIONS TO EXISTING AC PIPE, CONNECT TO NEAREST JOINT. DO NOT CUT AC PIPE. WATER MAIN CONSTRUCTION SHALL COMPLY TO IRWD STD. DWG. NO. W-14 FOR SEWER AND RECLAIMED WATER MAINS. IRWD FACILITIES TO BE INSPECTED BY IRWD INSPECTOR. • SHEET H L. BOYLe V RCE 44497 • IRVINE RANCH WATER DISTRICT IRVINE AVENUE WATER MAIN REPLACEMENT PLAN AND PROFILE DOMESTIC WATER MAIN 20 PRINCIPAL ENGINEER STA. 70+00~00 TO STA. 79+00.00 OF STEVEN L, MALLOY RCE 31926 PROJECT NO. 10384 34 L J -. . --- . - i ---' -------- . ----- I " ' l ! I • ,-' --i ! -, -- -- ---"---- ~-""w"".'. r~ --~ ,_a "'~~~ --, •••••~ •--~~•-., 1-"r,., "-•••·••·,.•~ ;·r·,, ,e>. -M:J ·. s i ' i t· i-- ' ,- _-_ • --f---- 79 ' -- . ' ; I 1 80 Ii - 1)......:..:1 2=-"----=D::....:O::....:.M.:..:..:E=-=S::;_;T:....:..I C=----=W"'--'A..:..T.:..::E=-=-R~M'-'--'AC:..:..I N-=----------60 IRVINE RANCH WATER DISTRICT 68 STA. 1+-48.31 INV. 29.0± CONNECT TO EXISTING 6" ACP WATER MAIN WITH TRANSITION COUPLING I -• ----_, -- i ___,__ --I T 81 ' -!---:_ . ----7 I I _1~ --A -- 82 83 FOR CONSTRUCTION OF 24" DOMESTIC WATER MAIN SEE SHEET NO. 6 ST A, 83+54.32= STA. 1+00.00 INV. 20.89 INSTALL 12"x8" FLG TEE AND THRUST BLOCK PER IRWD STD. DWG. NO. W-12. INSTALL FLANGExPUSH-DN ADAPTE•R (E) N85°39'14-"E I - I=- -r MESA DRIVE ' 1 ,- ! • -- 1 • I _: ' _, L 84 !_ I --;---+- j-' ---- -f-... t=- . _, -------- . ' j ,, __, ' SCALE HORIZ: VERT: 1"=40' 1"=8' -· i ..i FOR CONSTRUCTION OF GRAVITY SEWER MAIN SEE SHEET NO. 15 END OONSTRUCTlON STA. 83+72.5+ CONNECT TO EXISTING 12" WATER TRANSMISSION MAIN IRVINE AVENUE CURVE DATA ' CALL tij TOLL FREE 1-800-227-2600 TWO WOIIKING DAYS EEFllRE 'lllU DIG Underground Service Alert CONTRACTOR SHALL NOTIFY UNDERCROUND SERVICE ALERT A MINll,IJM OF 48 HOURS PRIOR TO BEGINNING ANY CONSTRUCTION WORK. SEE GENERAL NOTES FOR FURTHER INFORMATION. NO. DATE REVISIONS APPROVED DESIGN: 1--,:,.:.::.:_...:::~=--........ -----------=..::;..;.;.;;;.;.;;..;.'-"--~--------.--'--"--'--'-c.c;..;.=;-t DRAWN: J.P.S. W.J.K. CHECKED: •-A:2,..2\-+-,1-20_-1_o_e--1-R-t!!_C_O_R_D_D_R_A_W_1_N_G _____________ -+------t J.L.B. NO. DESCRIPTION 12" PIPELINE ® 12" PIPELINE . ' :-,.,-_:.-.:• --~~tL :>·. ----·_ -_ i -_ DflNIR --IN-IERING ;<."":::/· ,::~J,c ·'_;-----i' • :;:· ,.',:-,,:'/----;"·---, :, ,_ --: - Consulting Engineers 23231 South Pointe Drive, Suite 103 Laguna HUis. CA 92653 (949) 768-2600 06°30'15" 06°30'15" R 1000.00' 4-00.00' ~ .. , IRVOO: RANCH JATO DISIRICT L T 113.50' 56.80' 4-5.4-0' 22.70' J<>SEP-L. BOYLE './ RCE 44497 STEVEN L MALLOY RCE 31926 l ------ - ½-"''"" ""'"•-,.•<=-• , ••• ,\ ' ---!--l ' - I -•- • - - \ -J --r----.. . __ , ___ --- , ---'- . ~~-~-r-" • _ .. ,··._,I .. - !---+-j l r --r -;--- ' i -' ' - I • i - --l ~ --------e--m= I -r -J_ -r· _- - I -- ' -j J ' 1 ' I -~-- . ---r - -. -- ---, ® ® @) @ @ @ ® @ --- 1 -B' --'.. .. 7 ---.. " 2 CONS I RUCTION NOTES . -- REPLACE TRAFRC SIGNAL LOOPS PER PROJECT SPECIFICATIONS. INSTALL 12" PVC AWWA C900 (CL 200) PIPE AND FITTINGS. TRENCHING AND BEDDING PER IRWD STD. DWG. NO. W-11. INSTALL 8" PVC AWWA C900 (CL 200) PIPE AND FITTINGS. TRENCHING AND BEDDING PER IRWD STD. DWG. NO. W-11. INSTALL 6' PVC AWWA C900 (CL 200) PIPE AND FITTINGS. TRENCHING AND BEDDING PER IRWO STD. DWG. NO. W-11. INSTALL 12" FLG BFV (CL 150) PER IRWD STD. DWG. NO. W-7. INSTALL 8" FLGxPUSH-ON RWV (CL 150) PER IRWD STD. DWG. NO. W-7. INSTALL FIRE HYDRANT ASSEMBLY PER IRWD STD. DWG. NO. W-6. REMOVE EXISTING FIRE HYDRANT LATERAL AND FIRE HYDRANTS. SALVAGE RRE HYDRANTS AND DELIVER TO IRWD OPERATIONS CENTER AT 3512 MICHELSON DRIVE, IRVINE CA 92612 INSTALL PLUGS, THRUST BLOCK, AND ABANDON EXISTING WATER MAIN AT NEAREST ACTIVE CONNECTION. EXISTING WATER MAINS ARE TO BE ABANDONED AFTER NEW MAIN HAS BEEN PLACED IN SERVICE AND ALL SERVICE LATERALS FROM THE OLD MAIN HAVE BEEN TRANFERRED TO NEW MAIN. ABANDON EXISTING VALVES IN PLACE, BACKFILL VALVE CANS, REMOVE VALVE COVERS AND REPLACE EXISTING AC PAVEMENT. • I ... : . l • -- 1 RECORD DRAWING THIS JS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON '1111i llASIS OF INFORMATION COMPILED AND FURNISHED LlY OTHERS TII H EN GINliliR AND OWNERS(S) WJLL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAVE BEEN INCORPORATED INTO Tll!S DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM TilE CONDITIONS SHOWN HEREIN AND AT SOME LOCATIONS Tiffi VARIANCE MAY Llli LARGE IF THE PRECISE LOCATION OF ANY FACILITY IS RRQIJll<Hll, lllli FACILITY SIIOULDBEFTELD LOCATED INTilE PRESENCE OF AN EMPLOYEE OF THE CITY /DISTRICT OR rnF OWNER(S) OF THE UTILilIBS INVOLVED. ----= 2 TRANSITION COUPLING p, REMOVE EXISTING 6" AC PIPE TO ---- NEAREST JOINT TO PROVIDE TIE-IN. 1---i62 • 8"x6" PUSH-ON DI REDUCER AND ----1 THRUST BLOCK PER IRWD STD. ' • DWG, NO. W-12. t---151 ' . 8" DI 4-5° PUSH-ON ELBOW AND -----,J-Ct"'> THRUST BLOCK PER IRWD STD. 168\_ j I ~' DWG. NO. w-12. ~ I~~ STA. 70+14-.00 ,~ DI 4-5° PUSH-ON ELBOW I AND THRUST BLOCK PER IRWD STD. DWG. NO. W-12. INSTALL 1' DOMESTIC WATER SERVICE METER PER IRWD STD. DWG. NO. W-'1. INSTALL WATER QUALITY SAMPLING STATION PER IRWD STD. DWG. NO. W-26. 12" x 8" DI FLG TEE AND THRUST BLOCK PER IRWD STD. DWG. NO. W-12. FLANGExPUSH-ON COUPLING ADAPTER . NOTES 1. ALL BENDS 11 1/4° OR GREATER, TEES AND CROSSES SHALL BE DUCTILE IRON (CLASS 350) WITH PUSH-ON JOINTS UNLESS OTHERWISE NOTED ON PLANS. t= •==::..::..::==;::::::=-=-.:;:;:;::::=1'- .. -II I (TYP 2 PLACES) I n 2. DO NOT EXCEED BOX OF MANUFACTURER'S RECOMMENDED DEFLECTION REQUIREMENTS FOR PIPE INSTALLATION. J 64-64- LFOR CONTINUATION OF PIPELINE SEE SHEET NO. 20. 3. FOR PVC AWWA C900 PIPE, PVC DEFLECTION FITTINGS SHALL BE USED AS NECESSARY TO ACHIEVE THE CURVED ALIGNMENT AS SHOWN. 4-. A MINIMUM COVER OF 4-2" (BELOW CONSTRUCTION SUBGRADE) SHALL BE MAINTAINED OVER CENTERLINE OF ALL PIPELINES. 5. A MINIMUM 6" CLEARANCE BETWEEN EXISTING UTILITIES AND PROPOSED PIPELINES SHALL BE MAINTAINED AT CROSSINGS. 6. CONTRACTOR SHALL VERIFY DEPTH, LOCATION AND DIMENSIONS OF EXISTING FACILITIES AND CONNECTION POINTS PRIOR TO CONSTRUCTION OF MAINS. 7. 8. 9. FOR ALL WATERLINE CONNECTIONS TO EXISTING AC PIPE, CONNECT TO NEAREST JOINT. DO NOT CUT AC PIPE. WATER MAIN CONSTRUCTION SHALL COMPLY TO IRWD STD. DWG. NO. W-14- FOR SEWER AND RECLAIMED WATER MAINS. IRWD FACILITIES TO BE INSPECTED BY IRWD INSPECTOR. STA. 70+00.00 12" PLUG AND THRUST BLOCK PER IRWD STD. DWG. NO. W-12. CONNECTION DETAIL \__ ABANDON EXISTING WATER MAIN AT UNIVERSITY DR. & IRVINE AVE. SCALE: 1/4"=1'-0" DATE PROJECT MANAGER IRVINE RANCH WATER DISTRICT IRVINE AVENUE WATER MAIN REPLACEMENT PLAN AND PROFILE DOMESTIC WATER MAIN STA. 79+00.00 TO STA. 83+72.5+ PRINCIPAL ENGINEER PROJECT NO. 10364 SHEET 21 OF 34 lb ! \ / ' C i " " c, ~: C. ' -,_, ::'._ r :::; ' -,~, C_ .• a. c;' I,, 1 .. -_,_ h' I .;. t::,-_ "1 1t _, C· u J ,u - • 1-ANODE CTS , SEE DETAIL 1 i / ...I CL IRVINE AVE NEW 24" CML&1W WATER MAIN--- SHT CP-2 ~ @ ' . ~ •. :-----'l NEW 24" CML&:1W----.. 11+ci0~-n-:---- INSULATING FLANGE ON EAST 24" FLANGE OF TEE SEE DETAIL 2 ON CP-2-~ ABANDON ED 1 2" RCSCP-- "' ' BONDED MECHANICAL JOINT (1YP) SEE EB NEW 8" PVC (SEE GEN CP NOTE 11) ,, \------~----1 ~ ..;-..,J\ [----t \------~-• 0 -; 1 ~\~:tEXISTING 12"RCSCP 2E4XtSTCl~fL&1W "';a (TO BE ABANDONED) .. ~tsn~i 11 / l~ INS. FLANGE 2-No 4 HMWPE (TYP) CTS. SEE DETAIL 2 ON CP-2 ALUMINO-THERMIC WELD (lYP). SE6W ~ PE ENCASEMENT b. == ["¥P~ili COUPLING YALYE (OR FLANGES} MECHANICAL JOINT BONDING NTS 0 -1:!±QQ_A ~ --__ , l+ ( Cl NEW 6" PVC NEW 24" CML&TW 1-No 6 HMWPE ~--2-No 4 HMWPE (1YP) CONN TO EXIST DIP BRIDGE EXIST 6" PVC CONNECT TO EXIST. 6" PVC (24"X X 24" X 6") CONNECT TO '·-EXISTING 8" PVC ' , _ ~-NEW 24" CML&:lW WATER MAIN 10 -,'-....., LEGEND (j)♦ 1-ANODE CTS 4-WIRE INSULATING FLANGE CTS AIRVAC (SEE GEN CP NOTES 6, 7 AND DETAIL 2, SHT CP-3) BLOW OFF (SEE DETAIL 3, SHT CP-3) -.,. FIRE HYDRANT (SEE DETAIL 1, SHT CP-3) E---END CAP ON ABANDONED PIPELINE CML&lW CEMENT MORTAR LINED TAPE WRAPPED AND MORTAR OVERCOATED .Jis..--------ANODE LEAD No. 12 AWG ,,. WITH THWN INSULATION (WHITE). ~~l--t---____ HEAT SHRINKABLE SLEEVE d-'il-1:-----~ SILVER SOLDER OR BRAZE CONNECTION II II II 11 NOTE: ~--SPECIAL BACKFILL ----CLOTH BAG ~ GALVANIZED STEEL CORE ------MAGNESIUM INGOT (48 LBS) MAGNESIUM ANODE HIGH POTENTIAL Alloy Composition Element Weight % Al .01 Max Mn 0.05 to 1.3 Zn 0.002 Mox Cu 0.02 Max Ni 0.001 Max Fe 0.03 Max Si 0.05 Max Other 0.05 each Max and 0.3 Total Max Mg Bolance SPECW. BACKFILL COMPOSmON 75% GYPSUM 20% BENTONITE 5% SODIUM SULFATE 1. SEE TECHNICAL SPECIFICATIONS FOR ANODE SOAKING AND INSTALLATION REQUIREMENTS. MAGNESIUM ANODE NTS EXIST 24" CML&C ON BRIDGE 4-W INS FLANGE CTS (lYP) NEW 24" CML&1W ----?.1+ ,~ :-:7 B CoN81JLTANT8, INC. 8291 Aero Place Suite 110 S11n Diego, CA 92123 Proj: 013128 (858) 576-0226 INSULATING FLANGE SEE DETAIL 2, CP-2 24"X16" REDUCER GENERAL CORROSION PROTECTION NOTES 1. ALL MATERIALS AND INSTAUATION METHODS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS AND TECHNICAL SPECIFICATION SECTION 13120 . 2. UNLESS OTHERWISE NOTED DRAWINGS ARE NOT SHOWN TO SCALE. 3. AT-GRADE CORROSION TEST STATIONS: A. TEST BOXES SHALL BE LOCATED JUST BEHIND THE CURB PERPENDICULAR TO THE TEST WIRE CONNECTION POINT. TEST STATIONS MAY BE MOVED SLIGHTLY FROM THE STATIONS SHOWN TO AVOID DRIVEWAYS OR INTERFERENCE WITH OTHER STRUCTURES. B. USE CHRISlY MODEL G5 TEST BOX. C. PROVIDE 18" SLACK WIRE AT wao TO PIPE AND COILED IN TEST BOX. D. BOTTOM OF TEST BOX SHALL BE NATIVE SOIL. NO ROCK, GRAVEL. OR SAND. E. INSTALL REINFORCED CONCRETE PAD (26" SQ. x 4" THICK) AROUND TEST BOXES IN UNPAVED AREAS. No. 4 REBAR FOUR PLACES. F. IDENTIFY TEST LEADS WITH 1-1/2" DIA. BRASS TAGS. STAMP (1/4") SIZE, PIPE MA.TL, SERVICE AND STA. NO. ATTACH TAGS WITH No. 14 BARE COPPER WIRE. 4. ANODE INSTALLATION NOTES: A. SOAK ANODES IN WATER FOR 30 MIN. BEFORE INSTALLATION. SEE SPECIFICATION SECTION 1 3120. B. INSTALL ANODES 8 FEET OFF OF PIPE. C. PROTECT ANODE LEAD WIRE WITH ROCK-FREE SHADING AND PADDING. MINIMUM DEPTH OF LEAD WIRE IS 24 INCHES. INSTALL WARNING TAPE. 5. BURIED MECHANICAL JOINTS, I.E., VALVES, FLANGES OR COUPLINGS, EXCEPT INSULATING FLANGES, MUST BE BONDED AND WAX TAPPED PER DETAIL 1 ON THIS SHEET 6. WAX TAPE ALL BURIED METALLIC FlffiNGS, PER AWWA C217, DETAIL 1 /CP-1 AND SPECIFICATION SECTION 13120. 7. INSULATING BUSHING SHALL BE INSTALLED AT EACH AIR/VAC CONNECTION PER DETAIL 2 ON SHEET CP-3. 8. NO WIRE OR CABLE SPLICES ARE PERMITTED. 9. WIRE CONNECTIONS TO PIPE SHALL BE MADE BY THE ALUMINO-THERMIC WELD PROCESS SHOWN ON SHEET CP-2, DETAIL 7. ATTACH 1 WIRE PER ALUMINO-THERMIC WELD. ALL WELDS MUST BE SEPARATED BY 3" MINIMUM. 10. ALL BURIED DUCTILE IRON PIPE SHALL BE ENCASED IN 8-MIL POLYETHYLENE PER AWWA C105. 11. ALL DIP FITTINGS ON PVC PIPING SHALL BE LOOSELY WRAPPED IN POLYETHYLENE PER DETAIL 8, SHT CP-2 . 12. CONTRACTOR SHALL DOCUMENT ALL CHANGES FROM THESE DRAWINGS AND SUBMIT "AS-BUILT" DRAWINGS TO THE ENGINEER PRIOR TO COMPLETION OF WORK. 13. SEE SECTION 13120 FOR TESTING OF CORROSION PROTECTION FACILITIES. vORROSION TEST STATION 1 2 3 4 5 6 7 8 9 10 11 12 13 TABLE 1-CORROSlON TEST STATIONS PIPELINE CTS STA TYPE 10+06 INSULATOR 11+20 1 ANODE 16+50 1 ANODE 21+5D 1 ANODE 27+50 1 ANODE 33+60 1 ANODE 33+88 INSULATOR 40+00 INSULATOR 40+50 1 ANODE 46+50 1 ANODE 52+50 1 ANODE 58+25 1 ANODE 59+33 INSULATOR APPROVED REFERENCED DETAIL & SHEET LOCATION DETAIL 2, CP-2 IRVINE AVE. EXIST 24" CONNECTION (24 "X8" TEE) DETAIL 1, CP-2 DETAIL 1, CP-2 DETAIL 1, CP-2 DETAIL 1, CP-2 DETAIL 1, CP-2 DETAIL 2, CP-2 CONN. TO EXIST 24" STEEL PIPE. DETAIL 2, CP-2 CONN. TO EXIST 24" STEEL PIPE. DETAIL 1, CP-2 DETAIL 1, CP-2 DETAIL 1, CP-2 DETAIL 1, CP-2 DETAIL 2, CP-2 CONN. TO EXIST 16" (24"X16" RED) C-3411 IRVINE AVENUE CORROSION PROTECTION PLANS MICHAEL SINACORI R.C.E. 46214 t---+---+-.-------------+----1 PRINCIPAL CIVIL ENGINEER 01/06 RJG ffi AS-BUILT MARK UPS DATE CNB 24" WATER MAIN DATE BY DESCRIPTION REVISIONS APP'D DESIGNED RJG DRAWN GPM CHECKED EAD DATE 09/04 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5J05-S CP-1 SHEET 22 OF 34 TEST BOX BEYOND SIDEWALK TEST BOX IN SIDEWALK 12· WARNING TAPE ALU MINO-THERMIC WELD. (TYP) SEEW_ 6" . SIDEWALK '-----2-NO. 8 HMWPE PIPE LEAD WIRES ~-1-NO. 12 THWN ANODE LEAD 1 ' A~~B U rn,___8' (TYP)-~ ----48 LB. ANODE w SEE NOTE 5 ,.-r,.---SEE W &: NOTE 5 24" CML&:TW v NOTES: 1. PROVIDE 18" SLACK WIRE AT WELD AND COILED IN TEST BOX. 2. WIRE TRENCH SHALL BE 24-INCHES DEEP (MIN). PLACE 3-INCHES OF SAND OR DG BEDDING IN TRENCH BEFORE PLACING WIRES. COVER WIRES WITH 6-INCHES OF SAND OR DG. 3. USE 6" WIDE, 4 MIL THICK INERT PLASTIC WARNING TAPE PRINTED WITH "CAUTION: CATHODIC PROTECTION CABLE BELQW". 4. TEST BOX TO BE PLACED BEHIND CURB IN SIDEWALK OR BEYOND EDGE OF SIDEWALK AS SHOWN PER ENGINEER'S DIRECTION. 5. CLOSER OFFSETS MUST BE APPROVED BY ENGINEER. NOTES: 1-ANODE CORROSION TEST STATION A B NTS PAl/f.MENT OR CONCRETE PAD 26" SQ X 4" --~,-+---,,---THICK IN UNPAVED AREA ONLY No. 4 REBAR (ALL FOUR 1---tt~---SIDES) ' 1 EACH 0.01 OHM SHUNT W/BRASS SPLIT. BOLTS (TYP) 1-1/2" DIA BRASS TAG (TYP) SEE NOTE No. 2 BELOW NATIVE SOIL ------------2-No. 8 HM'l'<PE WIRES TO PIPE 1. SEE GENERAL CP NOTE 4, SHEET CP-1. ~--1 No. 12 THWN WIRE TO ANODE 2. WIRE I.D. TAGS SHALL IDENTIFY PIPE SIZE, MA TERI AL, SERVICE AND STA. NO. (24", CML&TW, WAT, 11+00). STAMP WITH 1/4" CHARACTERS. 3. NO I.D. TAG REQUIRED FOR ANODE WIRE. 4. SEE GENERAL CP NOTE 3, SHEET CP-1. ANODE TEST STATION WIRING AND MOUNTING NlS 5 CP-2 TEST BOX BEYOND SIDEWALK TEST BOX IN SIDEWALK 12· WARNING TAPE NOTES; 6" ~-FOR TEST STATION WIRING &: MOUNTING SEE /6\ SIDEWALK 0 -24" CML&:TW ~--INSULATING FLANGE SEE EB "--ALUMINO-THERMIC WELD. (TYP) W SEE DETAIL CJ 1. PROVIDE 18" SLACK WIRE AT WELD AND COILED IN TEST BOX. 2. WIRE TRENCH SHALL BE 24-INCHES DEEP (MIN). PLACE 3-INCHES OF SAND OR DG BEDDING IN TRENCH BEFORE PLACING WIRES. COVER WIRES WITH 6-INCHl1:S OF SAND OR DG. 3. !,JSE 6" WIDE, 4 Mil THiCK INERT PLASTIC WARNING TAPE PRINTED WITH CAUTION: CATHODIC PROTECTION CABLE BELOW". 4. TEST BOX TO BE PLACED BEHIND CURB IN SIDEWALK OR BEYOND EDGE OF SIDEWALK AS SHOWN PER ENGINEER'S DIRECTION. 5. CLOSER OFFSETS MUST BE APPROVED BY ENGINEER. 6. SIMILAR INSTALLATION FOR BURIED VALl/f. OR TEE. 4-WIRE INSULATING FLANGE CORROSION TEST STATION 2 NTS CP-2 A B C 1-1/2" DIA BRASS TAG (TYP) SEE NOTE No. 2 BELOW Titt-----------------.--== NATIVE SOIL 2-No. 8 HMWPE TO NEW TAPE COATED PIPE NOTES: 'f::=r-------__ WIRES TO PIPE I 2-No. 10 HMWPE WIRES TO PIPE TO EXISTING -----1 PIPE OR BLIND FLANGES STUB. 1. SE!E GENERAL CP NOTE 3, SHEET CP-1. 2. WIRE 1.0. TAGS SHALL IDENTIFY PIPE SIZE, MATERIAL, SERVICE, STA. NO. AND SIDE OF FLANGE (24", CML&TW, WAT, 18+00, N). STAMP WITH 1/4" CHARACTERS. INSULATING FLANGE CTS WIRING AND MOUNTING 6 NTS CP-2 ""'f:t±::1---TO TEST STATION. INSULATING MATERIALS; GASKET -TYPE "E" G10 LAM. FOR CTS WIRING AND MOUNTI® DETAIL. GLASS W/RECT. 0-RING W/ RECT. 0-RING SLEEVE -G10 LAM. GLASS WASHER-G10 LAM. GLASS A B INSULATING SLEEVE THREADED SlUD OR BOLT NUT &:STEEL WASHER (FULL LENGTH) (BOTH SIDES) ~@ •. ~-...1... INSULATING WASHER --- (BOTH SIDES) E)fFERt~AL PEfR0LE\:.IM Yt'A)E "FAPE 'IJRAP SEE SPE01FIO"ll8t4S INSULATING GASKE r-AWMINO-THERMIC / ,,, WELD. (TYP) SEE TYPE "E" A B C D NOTE 3 AND ffi NEW CML&:TW PIPE TO EXISTING PIPE (CML&:TW, CML&C OR DIP). SEE NOTE 1-/ BUTTERFLY VALVE ~3• TYP NOTES: 1. FULL LENGTH INSULATING SLEEVES REQUIRED AT ALL THRU-FLANGE BOLTS OR SlUDS. HALF LENGTH SLEEVES REQUIRED AT THREADED BOLT HOLES AT VALVE BONNET AND BASE. 2. SIMILAR INSTALLATION FOR TEE CONNECTION OR FLANGE PAIR WITHOUT VALVE. 3. NO TEST LEADS REQUIRED AT AIR-VAC OR BlOWOFF INSULATING FLANGES. 4. SEE SPEC SECTION 13120 FOR INSULATOR TESTING REQUIREMENTS. BURIED INSULATING FLANGE KIT AT VALVE FLANGE TEE 3 SlEP 1 ~ FILE OR GRIND SURFACE TO BRIGHT MET,\L AND CLEAN SlEP 4 ' ,.. REIIO\IE SI.AG FROM CONNECTION SEE NOlE '4- NOTES: NTS CP-2 SlEP 2 ( SlRIP INSULATION FROM WIRE SlEP 3 HANDLE GRAPHllE COi/ER STARTING POWDER ET,\L POv.llER __.--MET,\L DISC APHllE MOLD BLE HOLD WEIDER FIRMLY 'MlH OPENING AWAY FROM OPERATOR, IGNllE STARTING POWDER BlllJMINOUS COATING SlEP 5 APPi. Y 2 COA 1S PRIMER AND COYER COONECllON WITH PRE-FORMED WELD CAP SlEP 6 COAT 'MTH A EITIJIIINWS COMPWi.l SEE NDlE 3 1. WELDER SHOWN IS FOR HORIZONTAL SURFACES; FOR VERTICAL SURFACES SIDE WELDER IS REQUIRED. 2. ATTACH 1 WIRE PER WELD. ALL WIRE WELDS SHALL BE 6 INCHES APART, MINIMUM. 3. ALL EXPOSED METAL (STRUClURE, WIRE, &: WELD) SHALL BE COVERED WITH 2 COATS OF PRIMER AND AN ELASTOMERIC WELD CAP, THEN OVER-COATED WITH BllUMINOUS COMPOUND OVERLAPPING PIPE COATING BY 2 INCHES MINIMUM. 4. ALL WELDS SHALL BE TESTED BY STRIKING THE WELD WITH A 2 LB HAMMER WHILE PULLING FIRMLY ON WIRE. ANY WELDS BROKEN OR LOOSENED SHALL BE RE-WELDED AND RE-TESTED. THE SURFACE MUST BE RE-GROUND AND CLEAN BEFORE RE-WELDING. ALL WELD SLAG SHALL BE REMOVED FROM THE WELD. ALUMINO-THERMIC WELD NTS PVC NOTES: CAST IRON TRAFFlC COVER MARKED "CP TEST" PAVEMENT OR CONCRETE PAD (SEE NOTE 4) No. 4 REBAR (TYP) -------._/ NOTES: / V {:Ji COVER WEIGHT: 10 LBS. ---j ~ BODY WEIGHT; 61 LBS. CONCRETE BODY TRAFFIC RATED 12" 11-3/8" 1. CONCRETE BODY, OCCASIONAL TRAFFIC RATED-CHRISTY No.GS. 2. ALL WIRES SHALL HAVE 18" MIN. SLACK IN BOX. 3. BOTTOM OF TEST BOX SHALL BE NA Tll/f. SOIL. DO NOT PLACE ROCK, GRAVEL OR SAND IN TEST BOX. 4. PROVIDE 26" SQ x 4" THICK REINFORCED CONCRETE PAD AROUND TEST BOXES AT UNPAVED SITES. AT-GRADE TEST BOX TWO LAYERS OF 8 MIL POL YETH Yl.ENE SHEET (PE) NTS PVC CAST IRON TAPE • 1. LOOSELY WRAP POLYETHYLENE TO ALLOW EXCESS MATERIAL ALL AROUND TO PREVENT STRETCHING DUE TO SOIL PRESSURE. 2. COAT ALL FLANGE BOLTS, NUTS & WASHERS WITH BllUMINOUS COMPOUND DI CAST IRON FITTINGS ON PVC PIPE 8 NTS CP-2 PVC C-3411 APPROVED IRVINE AVENUE CORROSION PROTECTION DETAILS MICHAEL SINACORI R.C.E. 46214 s~I.c. 8291 Aen, Place Suite 110 t---+--+-~------------+---l PRINCIPAL CIVIL ENGINEER 01/06 RJG & AS-BUILT MARK UPS DATE CNB 24" WATER MAIN San Diego, CA 12123 l'roJ: 013128 (851) 571-0221 DATE BY DESCRIPTION REVISIONS APP'O DESIGNED RJG DRAWN GPM CHECKED EAO DATE 09/04 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5305-S CP-2 SHEET 23 OF 34 6" PVC F.\ 6" DIP ill 0 SECURE ENDS OF PE WITH 10-MIL TAPE SECURE PE WITH 10-MIL TAPE---~ ~-Ct.lL&TW TEE (SEE NOTE 1) 2-1/2" x 2" INSULATING BUSHING (SEE NOTES 2 AND 3) 8~MIL (PE) ENCASEMENT PER AWWA C105 IN SULA TING FLANGE (NO CTS). SEE W ~ MECHANICAL JOINT I ~ ~ NEW 24" CML&TW (SEE NOTE 1)-~ NOTE: INSULATING FLANGE (NO CTS). SEE DETAIL 3, SHEET CP-2 '----··-,.,8-MIL POLYETHYLENE ENCASEMENT (PE) PER AWWA C105 1. INSULATING FLANGE AND JOINT BONDS NOT REQUIRED WITH DIP OR PVC MAINS. FIRE HYDRANT NTS ,P,~~---_____,-BRONZE SERVICE SADDLE (OR STEEL WELD COUPLING CML&TW OR DIP MAIN ON CML&TW PIPE) NOTES: 1. DO NOT NOT COAT OR WRAP BURIED COPPER PIPING. ENSURE THAT • PIPE IS SURROUNDED BY CLEAN, UNIFORM BACKFILL MATERIAL. 2. INSULATING BUSHING NOT REQUIRED WITH PVC MAIN. 3. FEt.lALE CONNECTION SHALL BE 2-1 /2" TO ACCOMODA TE 2" INSULATING BUSHING. 2" AIR AND VACUUM RELEASE VALVE ASSEMBLY NTS 2 CP-3 6" DIP PE ENCASE VALVE PERW ffi V NOTE: 1. INSULATING FLANGE AND JOINT BONDS NOT REQUIRED WITH PVC OR DIP t.lAINS. BLOW OFF ASSEMBLY NTS APPROVED BONDG~}' SEE 1 CP-1 EPOXY COAT OR WAX TAPE DI FITTINGS C-3411 i; IRVINE AVENUE 11i: · t"-,,,, E> CoN1tJUAN'n, INc. r----i----+---------+-----1 =~~---CORROSION PROTECTION DETAILS 0 81! (" MICHAEL SINACORI R.C.E. 46214 I .,.. l<J E,p.12/31/00 0 'l'!l 11o.,011 8291 Aero Place t---t---+--c~-------------+---' PRINCIPAL CIVIL ENGINEER CNB 24" WATER ~AIN i;;!I Cl ~ Suite 11D 01/06 RJG ffi AS-BUil T MARK UPS DATE 3:i o~Ros\O San D1111110, CA 921 Z3 f I ProJ: 013128 (8511) 576-D226 DATE BY DESCRIPTI0"1 APP'D DESIGNED RJG DRAWN GPM CITY OF NEWPORT BEACH W-5305-S CP-3 ! --------------------------------------------------------------------L--.......:= ____ J_ ________________ .,L _______ .:.:R:EV.:,:l,:S::IO::,:N,:s _______ ...1._cH_F_CK_F_□..:E::.:A:oLnA_T_F_::09~;,..:o::4L....:P..:U::B:L::IC:,_W.::.O:R:.:K:S:...:OE::P..:.A:R:.:,TM:E::N.:.:T:..._...1_:S:H~E~ET~24:_:0::F..:3::4:...J TRAFRC REQUIREMENTS: ~ Maintain min. one lone of tro(fic in each direction during working hours IIQ\vec,ify Dr: Mointofn min. one !one of traffic in each direction during working hours. University Or./Oel Mor Ave moy be c!O$ed during \he IRWD Water Mo;n project when work tokes place ,-,ithin the intersection. Work hours to be approved by City of Newport Beach ond County ol Orange. /Jean Dr /AjaiJ St· Mointoin min. one lone of traffic in eoch direction. This street may be closed ot night or during weekends when wor1< \okes place w!lhin the intersection with Irvine Ave .. Work hours to be approved by City of Newport Beach and Cot>n(y of Orange. Prohil.>il left \urns when In connict with construction ond when lelt tum visibility is restricted by construcHon. Working Hours : Northbound Jone closure • 9am -4: 30pm Southbound lone closure: 7am -3:30pm All private driveways and side streets shall be ke?t O?en ot oil llmes e,;cept when construction tokes ?lace directly in front of the drivewoy/slde street. All open excavations on public streets shall be bock-filled or steel-?loted {anti-skid plates) for traffic to the sotisfociion of City/County Engineer oulside the >'<Orking hours. Troffrc sho!I be restored to normal conditions during non-work;ng hours. lRAfl'lC CON"IROL Pl.AN GENERAL NOlES: A. It js the rs"sponsibility or the contractor performing work on o public street 1o install ond mointoin the traffic control devlces os shown herein, os well os any such oddilionol traffic control devices os may be required to insure the sole movemen\ of trofHc ond pedesirions through or around the work oreo ond provide moximum ?rotectfon and safety to construction workers. 8. All delineolors shall be equip?ed with reHective bond ot night time C. The controctor shall notify City of Newport lleoch and Co,;nty of Orange ot teost live working days in advance of implementing any constr,;ction detour D All signs, de!ineotors, bo.ricodes, etc. ond their lnstollotion shall conform to the Stole of California Stondord S?edficotions latest edition and California Deportment of Transportation "Uonuol of Tro/trc Control, for Construction and Mointenonce Work Zones" (latest Edition), and the Work Area Traffic Control Handbook (WATCH, lotest Edition). E. City of Newport Beach and County of Orange reserve the right to observe these trofflc control plons in use ond to mol<e any necessary changes os field condltions warrant. Any changw shall supersede these ?Ions. Exact location of all equipment and traffic control devices sholl be det,;,rmined by the Engineer F. Controctor shall notify Orange County Tronsportolion Authority (OCTA) ot (714) 265-4330 or any other offecle<I transit services ot least five working doys prior lo construction. G. A!I traffic control devices. stripes, markings, legends and raised pavement markers shall conform to Coltrans Traffic Manual. Motntenonce Manual, Standard Plans, ond Standard Specifications (most recent ed!tlon). H. Alf troffic control devices shall be ke?t in their proper position ol oil times, and shall be repaired, re?loced, or deaned os necessary to preserve \heir oppeoronce ond ,:;on\inuity. I All traffic lanes shall hove o minimum ,of 5 feet cleoran,:;e 0~~uifl~~/xcovotions ond o minimum of 2 feel fr<:>m vertical J. Contractor shol! provide floggers os desmed necessary by Engineer. K. Contractor shol! notify oil affected residents ond b,;sinesses ond \he Christfon Montessori School five working days prior to construction L. All advanced woming signs sholl be equl?ped with nags. M. Traffic signors shall remoin in <'.l?er<>Uon at oil (imes. Signo! operotion during e-0ch constructior1 phose shall be c.:,ordjnated with and approved by the City/County Engineer. N. Place odditfonol "'LANE CLOSED" (C30) signs or> TJiPe II borricodes ol 150 foot intervals throughout e,;lended work areas in each lone tho\ is dosed. Install "OPEN TRENCH" (C27) signs whenever on open excavation oreo exists adjacent to the traveled way. 0 All temporary traffic control ,:fevices shall be removed following compfetiao of each construciion stage and lhe permanent traffic control devices shall be restored by the controctor upon completion of project. P. Contractor sholl reploce/repoir oll damaged slri?ing with temporary stri?lng or roised pavement moffiers ot end of each working doy. Q. Contractor shalt comply with lhe requirements of \he American Disability Act os related to ?edes\rion access ond sholl mointoin pedes\rion access ol all limes per ADA requirements Sidewalk dosure/delocrr shall comply with the WATCH st.:,ndords. R Contractor shall cover .:,r remove all conmcung signs. S. Contractor shall post "s)'llbo!" uneven lanes, '"Steel Plates Ahead" .:,/ "Bumr>'" signs, (or ?Ovement surface disruptions .:,f !/2 in. or greater. Pavement disruptions of 1 in. or 1;weoter oholl hove beveled edge of four(4) horizontal to one(l) vertical. T. Contractor shol! instoll "CAUTION STEEL PLATES AHEAD" and/or "ROUGH ROAD" signs in odvonce of steel plate bridging. / so so ,00 GRAPHIC SCALE 1" -aa 50' CHRISTIAN MONTESSORI SCHOOL IRVINE AVE. 540" SIGNS: (AU. SIGNS SHA!.1. BE REFLECTOR!Z£0 AND OF STANDARD SIZE'., \IKlRI{ AREA WARNING SIGNS SHAlL BE ORANG£ SIGN FAC'E.) Cl C2 C2(B) C3A C5 5C3 C7 "' C18 C19 C20(L/R) C20{B) C27 C30 W2(L/R) Wll W41 W53 W5' W57(L/R) W58 W74 W75 W79 W79A DETOUR AHEAD ROAD CLOSED BIKE LANE CLOSED ROAD CLOSED TO THRU TRAFFIC DETOUR ARROW DETOUR (UP) END DETOI.IR END CONSlRUCTION ROAD CONSlRUCTION AHEAD ROAD CLOSED AHEAD LEFT/RIGHT LANE CLOSED AHEAD BlKE LANE CLOSED AHEAD OPEN TRENCH LANE CLOSED REVERSE CURVE SIGN (LEFT/RIGHT) PAVEMENT W!OTH lRANSITION S!GN SIGNAL AHEAD NOT A THRU STREET PEDESTRIAN CROSSING SYMBOL SIGN SINGLE HEAD ARROW SIGN DOUBLE ARROW SIGN THRU TRAFFIC MERGE LEFT LANE ENDS MERGE LEFT BICYCLE SYMBOL SIGN SHARE THE ROAD R1 R2 R7(L/R) RlO "' RllA R>J R18 R1' R18-2 R34-2 R41 R63 "' R81B R96 R968(L/R) SR45 TN2 TN3 093 540" MERCE TAPul STOP SPEED LIMIT SIGN KEEP LEFT /RIGHT ONE WAY DO NOT ENTER WRONG WAY NO TURN ON RED NO RIGHT TURN NO LEFT TURN RIGHT LANE MUST TURN RIGHT NO LEFT /U TURN RIGHT TURN ONLY DO NOT PASS lllKE LANE mo NO PEDESTRIAN SYMBOL SIGN USE CROSSWALX (LEFT /RIGHT) SCHOOL SPE£0 LIMIT(25) WHEN CHILOREN ARE PRESENT VACANT KEEP RIGHT (SUPPLEMENTAL SIGN TO BE MOUNTED ON DELINEATOR) TYPE N-2 OBJECT MARKER (RED) TYPE N-3 OBJECT MARKER (ORANGE) BIKE ROUTE I • SHEET 25 SHEET 32 DEL MAR AVE. 1(10) J NEWPORT BEACH WATER TRANS. MAIN SHEET 26 !RWD WATER MAIN SHEET 33 SHEET 27 ~ COSTA MESA SANITARY SEWER MIRA LOMA PL. { CLOSE X-WAU< W/ R96 .& R968 J 00 SIGNS & COVERING OF PEO. SIGNAL b lNOICA TIONS & PUSH BUTTONS. . ; -~ •-i • .,I ~ It: ,1,j : j I ! I I 0 ~ I ~ I I "'j ·-' I I 0 .,,, RHl(al : e . ....li!"" c::=:::J J ,, ' I • /--~---.---~---"------..il-i HOO 150" --' L£GENO: EXISTING SIGN NEW S!CN AND POST TYPE TWO BARRICADE H TYPE THREE llARRICADE !!I ® ➔ ® © ® (j) DELINEATOR WlTH WHITE REFLECTIVE TAPE ARROW BOARD SIGNALIZED INTERSECTION DIRECTION OF TRAVEL RELOCATE BUS STOP COVER EX. CONFLICTING S!GN DURING CONSTRUCTION POST NO STOPPING SIGNS KEEP INTERSECTION OPEN UNTIL WORK TAKES PLACE 'MTHlN THE INTERSECTION MAINTAIN LOCAL ANO EMERGENCY ACCESS WITH FLAGGERS DURING INTERSECTION \'/ORK HIGH LEVEL WARNING DEVICE Submitled Bye C1: C21l: C3A: ➔ cs, SCJ: C7: C1J: C18: C19: KEY MAP N.T,S. / '\Sli i oa , % '. ! -o,,mu,._ OR fJ I!R_ -.. --------- 020(8), ~ C20(2L), ~ mm IOEJOOl!◊j C27: 0 ~ CJ• <e> - W2(L): 0 Wl1(l): 0 NEWPORT BEACH WATER lRANS, MAIN SHEET 28 WH(R), 0 R17: ~ W57: ~ R18-2: RJ4-2: ~ R41: _, nJRI! OOC< W78A: RBS: ~ R2-5: R96B(L/R): ~ "' R1.T. SR45R: [!] ' RHI: TYPE N2 MARKER: ♦ (RED) R17: Tl"f'E NJ MARKER: (ORAf.lGE) ♦ C-3411 I t . , •• TRAFFIC CONTROL ENGINEERING, JNC-l. _ _j_ _ _j_ ___________ .j..__j1~-fe!:'P,::_.,/c:;,_~_,;_;,.;;,, IRVINE AVENUE TRAFFIC CONTROL PLANS KEY MAP, NOTES ANO LEGEND 231 E. IMPERIAL HWY. SUITE 241 FULLERTON, CA 92835 (714) 447-6077 FAX (714) 447-6081 1429 PROJECT M.ll.NMER RC£ NO. OA Tl:' OATE OfSCRIPTIOlf REVJSIONS APP'O OESIGNtO 0.K. DRAWN FL CHEC><EO OJ<. OATE 9/8/04 CNB a• WATER MAIN * IRVINE AVENUE FROM UNIVERSITY AVENUE TO MIRA LOMA PLACE CITY OF NEWPORT BEACH W,530!>-S T•I PUBLIC WORKS DEPARTMENT SHEET 25 OF 34 LEGEND: i EXISTING S!GN t NEW S!GN AND POST l TYPE TWO 6ARRICAOE H TYPE THREE BARRICADE OEUNEATOR 1111TH WHITE REFLECTIVE TAPE ~ ARROW BOARD @ SIGNAUZEO INTERSECTION DIRECTION OF TRA \/EL RELOCATE BUS STOP COVER EX. CONFLICTING S!GN DURING CONSTRUCTION POST NO STOPPJNG SIGNS "' CHRISTIAN KEEP INTERSECTION OPEN UNTIL WORK TAKES PLACE WITHIN THE !NTERSECTlON MAINTAIN LOCAL AND EMERGENCY ACCESS WITH FLAGGERS DURING INTERSECTION WORK. CLOSE LEFT TURN WHEN !N CONFLICT WlTI1 CONSTRUCTION. H!GH LEVEL WARNING OEvlCE DEL MAR AVE. ~t 1 I ,' ,I, 1' ' ' ' ' I ' ' ' MONTESSORI ' SCHOOL ' ' 1/' '! " I r1-~' / ~ ". ~ ~ ~ -' ➔ ~ ➔ .. < < ( .,, ---. R+I! •• ~ 550' VACANT I i I I -I i I e I I • "'" ·•1 ' ,;'7 15-0' 0 ~ I 150' ! •• UNIVERSITY A VE. , / 00 0 00 ,00 ''° GRAPHIC SCALE 1" ~ so· CONTRACTOR SHALL NOTIFY CHRISTIAN MONTESSORI SCHOOi. AT LEAST 1 WEEK PRIOR TO CONSTRUCTION. ' ' ' , w z ~ CHRISTIAN MONTESSORI SCHOOL ' -, ' , ' I - I ~/ ' ~ ' ' I ~-" J I' V' ~ A../,/ • ,·<f1,.,:,,. \ ' I © ' r-....__+ "'"'~) SEE TRAfflC CONTROL BELOW- UNIVERSITY AVE. ' , ' , ' 54()' 1.11;:1i.l£ TAPf:R ' IRVINE A VE. @ UNIVERSITY DR. LA CANADA PL. MIRA LOMA PL. CLOSE X-WAU< W/ R96 & R968 SIGNS & COVERING OF PED. SIGNAL f INDICATIONS & PUSH BUTTONS. J ••, 540' MEfl<Jt' TAl'ER . " ' JOO' SHIFT TAl'£R 9 30a1 ' ' IRVINE AVE . '\'. "?' -~····• ~mi----'---~ ➔ , 5~• 1•» "' _;,;;_ '\~ ., - ~ -- ' ' ,.,. . ' ' =• "/' --- MESA DR. RESIDENTIAL n Sta· .,., '""'· ....._ . ,?9,_(b -----.::._•. ---..... - S10, •• I • - COMMERCIAL ~ 1 R]o-; 1 GOLF COURSE I i 35-0· I~• I C-34!1 Submiti<o<I By: l>PP~ov/rn I. I 'ti, IRVINE AVENUE TRAFFIC CONTROL ENGINEERING, INC., ---l---1---------+.....jl~·~·-A~!,l[il•'l~/,sl:;;=~I TRAFFIC CONTROL PLANS 2.31 E. l~IPERIAL HWY. SUIT£ 241 FULLERTON, CA 928.35 (714) 447-6077 FAX (714) 447-6081 DAT.E t-T"T ~Jwm R.C.E. 46a4 CNB 24" WATER MAIN i---ji---j-----------+--i "P!llll~lv'-fN('o>ll:tR fRVINE AVE. FROM UNIVERSITY AVE. TO MESA DR. Ol>TE "l•t<;>•O-'f e"-'-"~-"'~-----oc_,_ra_,_"_''----~•-'-'"+oc_.n_n_,ro_o_.•_+ 100_••-"-'-·'_·-\ CITY OF NEWPORT BEACH I W-63o~s I T-2 CHEO<EO D.K. I out 9/8/04 PUBLIC WORKS DEPARTMENT I SHEET 26 OF 34 REVISIONS ! t l i ' I LEGEND: EXISTING S!GN NEW SIGN AND POST TYPE TWO BARRICADE 1-1 TYPE THREE BARRICADE OELINEATOR WITH WHITE REFLECTIVE TAPE §) ARROW BOARD § ARROW SOARO(CAUTION MODE) @ SIGNALIZED INTERSECTION ➔ DIRECTION OF TRAVEL ® RELOCATE BUS STOP @ COVER EX. CONFLICTING SIGN DURING CONSTRUCTION IE) POST NO STOPPING SIGNS ~ CHANGEABLE MESSAGE BOARD (LOCATION ANO MESSAGES TO BE DETERMINED BY ClfY.) MATCH LINE ij ~ • • , • i I. I ... , ~) . ~ . sso· L '-:,, 550• I . I F""' '? 550' tit I },,, f• I C I ; ,,. Ii BIRCH ST. COMMERCIAL o, i 1(-.. r---=::tz.-_------~~ • ~ C1~ -~ --- 1--...J\ • ""I ---------' v-, ,~ '"'' VACANT MESA DR. SEE RIGHT FOR DETOUR PLAN o, -1,-lt ' i ~ ' MATCH .. ' • / ' I I I I I I I 1~~, ,., ' "' ;;;,_, ' ' ' ' I J ; LINE RESIDENTIAL IRVINE A VE. @ MESA DR. NIGHT OR WEEKEND WORK CLOSE ONE X-WALK AT A il:ME W/ R96 & R96B SIGNS & COVERING OF PED. SIGNAL INDICATIONS & PUSH BUTTONS, RESIDENTIAL IRVINE AVE. :t GOLF COURSE ~ ! i • ~ s s,..bmitted By. TRAFFIC CONTROL ENGINEERING, INC. 231 E IMPERIAL HWY. SUITE 241 FULLERTON, CA 92835 (714) 447-6077 FAX (714) 447-6081 1429 PROJECT MANAGER RCE NO. DATE TRAFFIC DETOUR PLAN FOR MESA DR. CLOSURE AT IRVINE AVE. / NOT TO SCALE "" STREET CLOSURE SPECIAL SIGN{SS1): MESA DR. CLOSED AT lRVINE AV£. {dates) (time) USE ALT. ROUTES INFO~ 5" LETTERING. BLACK ON ORANGE SIGNFAC[. TO BE POSTED l WEEK PRIOR TO CLOSURE . S$1 I!! SPECIAL SIGN(SS2): MESA OR. CLOSED AT IRVlNE AV£. USE ALT. ROUTES 5" LETTERING. BLACK ON ORANGE SIGNFACE. TO BE POS"fEO DURING CLOSURE. / ,0-0 GRAPHIC SCAtE 1" ~ 50" 0 TRAFflC CONTROL PLAN C-3411 >--+--+------------+--< IRVINE A VENUE TRAFFIC CONTROL PLANS CNB 24" WATER MAIN !RVINE AVE.. AT MESA OR. INTERSECTION c'-'_"_,__"-"L.----oc-•_"_'_'_'"-' ____ L•_,_,,_,_oc_,_'@_,_,_,_.>_<.4oo_,,_,_, _F_.,_. _, CITY OF NEWPORT BEACH W-5305-S T-3 SHEET 27 OF 34 REVISIONS Ctt!XIIW 0.K. PATE 9/8/04 PUBLIC WORKS DEPARTMENT MESA DR. COMMERCIAL RESIDENTIAL LEGEND: ' EXISTING S!GN ' NEW SIGN ANO POST ' TYPE TWO BARRICADE H TYPE THREE BARRICADE DELINE A TOR WITH WHITE REFLECTIVE TAPE I!! ARROW BOARD ® SIGNALIZED INTERSECTION ➔ DIRECTION OF TRAVEL al RELOCATE BUS STOP COVER S/B(IR\.1NE /11/E,,) PROTECTED l£FT TURN SIGNAL INDICATIONS DURING lH!S PHASE Of WORK. BRISTOL ST "!/ I I ,~f I I I I I .,,._m~_~, .. "" I I 1"1t I I l'ii. I I I I <"" ".,'1-1(<) ~ I I I ! © COVER EX. CONFLICTING SIGN DURING CONSTRUCTION ® POST NO STOPPING SIGNS ~ I I @ HIGH LEVEL WARNING DEVICE 11~ I I I I I I I ,(',\) Jll) "· !!'8-1('-) IRVINE AVE. / "I, 4 4 '" l " Ii'~ ..... :~® _,/j ' RJ<;\""~Rc6 '"' , "., ... -... d. -~~ ' ,ft ,., <E- <E-///////, "" L<E-/// -® ;;-""'. £2... "" , /, £· ~ ~ .,. ~~ ~ ------------ L~ ----------.,..1 ----L •• " ;' V '1 ' / r,J/ V ' r f---"v----1 540' ' • ,_ 1~ C "' RESIDENT/AL IRVINE AVE. @ ' ~ ----- ··1• -.. -- ----::,"_ ➔ ----➔ "" / GRAPHIC SCALE 1" = 50' IRVINE AVE. MESA DR. TO SANTA ANA DELHI CHANNEL '--. ·'--. '--. BRISTOL ST. BRISTOL s T. 'I-IT' i -i 1' ! I 'I ~ ,.,. ; I I , [i'ii'J W10(C) ' .. ' d <E-t·· --- ---,,. :, .. ® ---- ---- .:, f ~i t t t• "" ' "'" .,, M . I !"' ' • I / 1 1 I f;ij ' I I 1 -~ '" ·,. ·,. ·,-......_ ·'--. ·,. '"-._ C' 0';;''>"0--q., "' "'::-C."' 40(<, '\z "'-"' '-. CAMPUS Submitted By. 540' ME!lGE TAF'Ef! DR [i'ii'J -------------t-·------------- <c TRAFFIC CONTROL ENGINEERING, INC. f----jf--+----------+.......j ;;,:~~ik:':e;-;;.~ 231 E. II.IPERIAL HWY. SUITE 241 FULLERTON, CA 92835 (714) 447-6077 FAX {714) 447-6081 OATE DESCRIPTIM Al'P"D Ol:S!GNEO 0.K. DRAWi/ F.L. 1429 PROJECT MANAGER RCE NO, DA TE REVISIONS CH€Cl<EO 0.K. MTE 9/B/04 ·--- ~ . ., """' I ' <E- ~ ~ M,(<J ""'"' C-3411 IRVINE AVENUE TRAFFIC CONTROL PLANS CNB 24• WATER MAIN • IRVlNE AVE. 9' ., FROM MESA DR. TO SANTA ANA DELHI CHANNEL CNB 24" WATER MAIN IRVINE AVE. AT BRISTOL ST. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5305,.S T-4 SHEET 28 OF 34 LEGEND: EXISTING SIGN NEW S!GN AND POST TYPE TWO BARRICADE TYPE THREE BARRICADE /~\ DEUNEATOR WlTH WH!TE REFLECTIVE TAPE ARROW SOARD SIGNALIZED INTERSECTION DIRECTION OF TRAVEL RELOCATE BUS STOP COVER EX. CONFLICTING SIGN DURING CONSTRUCT!ON POST NO STOPPING SlGNS \ '\"' I 0 '-< 2 1--- ..,- - - l \ '"-"'"· -- ~ - --- - ./ ------• -•--• ----- - ---- IRVINE AVE. SANTA ANA DELHI CHANNEL TO BRISTOL ST. BRISTOL ST. : _Lp ', : ': ' i 1 1 1 ~ , I I ". Giii'l 540' !.!ERG£ TAPER CAMPUS DR "'j'' ,~ 1= 1:,,_, - -l')' -"<E" - #" ·-.. .. .. ® ---- -- ., .:. / ,~f ~t t t i' "" I ;:A I ' ci I fl I ' I I I ; -~---CLOS£ X-WALK W/ R96 & R96B ----------SIGNS & COVERING OF PED. SIGNAL "'. ---,~, .. ~' s .. tel\ / INDICATIONS & PUSH BUTTONS. s ·, -~ I '-,,j -, f :-----~~ __ .l__JL__L__ --............._,"'--~ ORCHARD DR. .. , ' IRVINE AVE. ------..____ ..._ C27 § ~~--------- 50 \00 '" GRAPHIC SCA\.£ 1" a 50' >RVBR>S1 ow~ 2\ ----~=--=-~ (<fT"=---F ➔ Submitted By: TRAFFIC CONTROL ENGINEERING, INC, L_j_ _ _j_ ________ +-lil~~~:::;;;;;,,. 231 E. IMPERIAL HWY. SUITE 241 FULLERTON, CA 92835 (714) 447-6077 fAX (714) 447-6081 OAT£ OESCRIPTION APP·o OCSJ<lr!EO 0.K. OfMl'ltt f.L. !429 PROJECT MANAGER RCE NO. OAT£ REVISIONS CHECKEO 0,1\:, DATE 9/8/04 BRISTOL ST . c.34n IRVINE AVENUE TRAFFIC CONTROL PLANS CNB 24" WATER MAIN lRVJNE AVE, FROM SANTA ANA DELHI CHANNEL TO BRISTOL ST. ClTY OF NEWPORT BEACH W-63-06-$ T•5 PUBLIC WORKS OEPARTh4ENT SHEET 29 OF 34 540' RESIDENTIAL MESA DR. SEE RIGHT FOR DETOUR PLAN. ""{TT ""i J I I ~/ I l·· ;;rc--'\ RIVERSIDE DR. RESIDENTIAi_ ·1'1 I I I I RESIDENTIAL RESIDENTIAL CONTRACTOR SHAU. PROVIDE Fl.AGGERS TO MAINTAIN PED. I I I I ., I I I I I ! I ACCESS DURING SIOEWAU( WORK, ,1, COMMERCIAL VACANT CLOSE ONE X-WAU< AT A TIME W/ R96 & R96B SIGNS & COVERING OF PED. SIGNAL INDICATIONS & PUSH BUTTONS. I I I 1,,, I I "' •• IRVINE AVE. AT MESA DR. (NIGHT OR WEEKEND WORK) RESIDENTIAL IRVINE AVE. " ,0 GRAPHIC SCALE 1" = 50" ... l ..... I I Ji I I ".'I I ii !/ 11 'I I I I I I BIRCH ST. !RV\J/,IV2 DWO TE202•5 GOLF COURSE 540' 540' 540' IRVINE AVE. AT MESA DR. NIGHT OR WEEKEND WORK TRAFFIC DETOUR PLAN FOR E/B MESA DR CLOSURE AT IRVINE AVE. (NIGHT OR WEEKEND WORK) _J -'•« __ ORA_N_CE_,,_,. __ :i~~I "' m, =i: ,,,. SANTA ANA AVE. s:;:, Q!$J ~ ~ / NOT TO SCALE ~ PUT TRAFFlC SIGNAL ON 4-WAY Ft.ASH DURING JH!S PHASE OF WORK, SS2 SANTA ANA AVE. STREET CLOSURE EXISTING S!GN NEW SIGN AND POST TYPE TWO BARRICADE H TYPE THREE BARRICADE OEUNEATOR WITH WHITE REFLECTIVE TAPE ~ ARROW BOARO ~ ARROW BOARD (CAUTION MODE) ® SIGNALIZED INTERSECTION ➔ DJRECTION OF TRAVEL ® RELOCATE BUS STOP © COVER EX. CONFLICTING SIGN DURING CONSTRUCTION ® POST NO STOPPING SIGNS @ HIGH LEVEL WARNING DEVICE ~ : CHANGEABLE MESSAGE BOARD (LOCATION ANO MESSAGES TO BE DETERMINED 8Y CITY.) Sf'EctAL SIGN(SS1}: MESA DR CLOSED AT IR\IINE AVE. (dale$) (time) USE ALT. ROUTES INFO~ S" LETTERING. BLACK ON ORANG£ S!GNFACE. TO BE POSTED 1 WEEK PRIOR TO CLOSURE. SPECIAL SIGN{SS2): MESA OR. CLOSED AT IR\IINE AVE. USE ALT. ROUTES 5" LETTERING BLACK ON ORANGE SIGNFACE. TO BE ~ POSTED DURING CLOSURE 1E LE??'~ TRAFFIC CONTROL PLAN ' Submitted By: TRAFFIC CONTROL ENGINEERING, INC._+-+----------+--J ;;,~~,;_,,,Fi,;,=;= 231 E. IMPERIAL HWY. SUIT£ 241 FULLERTON, CA 92835 (714) 447-6077 FAX {714) 447-6081 1429 PROJECT MANA<.lER RCE NO. DA TE OATE 8Y !lESCRll'TI0/1 llPP"O !lESIOJ/ei> DK OllAWH f.l. REVISIONS CH~CKED 0.1<. PATE 9/8/04 C-34!1 /RV/NE AVENUE TRAFFIC CONTROL PLANS CMSD GRAVITY SEWER MAINS IRV!NE AVE. NORTH OF MESA DR. CMSO 12" SEWER FORCE MAIN IRVINE AVE. AT MESA Oft INTERSECTION CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-630!}-S T-6 SHEET ao OF 34 TRAFFIC DETOUR PLAN FOR MESA DR/BIRCH ST. CLOSURE AT IRVINE AVE. __ J '"' "'' " / NOT TO SCALE ORANCF: AVE. SANTA ANA ""' SS2 ~ SS2 "'' R£1J!.t.N£JS lJR. RIYE!lS!DE DR IRVINE AYE. SPECIAL S1GN(SS1): SPECIAL S!GN(SS2); MESA OR. CLOSED AT BIRCH ST. MESA OR. CLOSED AT BIRCH ST (dales) (time) USE ALT. ROUTES INFO~ USE ALT. ROUTES 5" LETTERING. BLACK ON ORANGE SJGNFACE. TO BE POSTED DUR!NG CLOSURE. 5" LETTERING. BLACK ON ORANGE S!GNFACE. TO BE POSTED 1 WEEK PRIOR TO CLOSURE. f,ANGI': DR STREET CLOSURE MESA DR. MATCH LINE I I I I ·,I I''' "I I I IRVINE A VE. @ MESA DR./BIRCH ST. (NIGHT OR ¼EEKEND WORK) I I I t,,, COMMERCIAL --'"--lL_---=---""'-"" "--'--"'"--'~--------L"' __ ll --------------- CLOSE ONE X-WAU< AT A TIME W/ R96 & R96B SIGNS & COVERING OF PED. SIGNAL INDICATIONS & PUSH BUTTONS. .,, I I I I j,,. J6o• SfflFr TAPER O JO; l COMMERCIAL 240' 5H>FT TAP!:R I) 30; 1 RESIDENTIAL lllVME5CB DI% T'202•5 ... ""'a ' r I SS1 . ,I I 1~ • I I • :1 I I /;r-· I .,1',/ ,I I I j, ~1 (J, '/i l/ ,It '1; 'I I Ii '1 ' F'' I I I I I I I I I ,t I I ~ I /"'"' I 1~· I I lffl'" I ,t _, ~ I I I I I f• I 1;,,!l) 5{0' 540' ;;,. BIRCH ST. Submitted By: TRAFFIC CONTROL ENCJNEERING, INC. 231 E. IMPERIAL HWY. SUITE 241 FULLERTON, CA 92835 (714) 447-6077 FAX (714) 447-608! 1429 PROJECT MANAGfR RCE NO, DA TE MESA DR. SEE LEFT FOR DETOUR PLAN o,/ I ,, .. I""·/ I I "·,)I/ If~ \ VERSIDEcn• DR. RESIDENTIAL MATCH LINE RESIDENTIAL 240" SHIFT TAPDl o 30, 1 IRVINE AVE. 300' SHIH TAP!cR O JO, 1 GOLF COURSE LEGEND: RESJOENTIAL EXISTING SIGN NEW SIGN AND POST TYPE TWO BARRICADE 1-1 TYPE THREE BARRICADE DEUNEATOR WITH WHITE REFLECTIVE TAPE ~ ~ @ ➔ ® © ® ARROW BOARD ARROW BOARD (CAUTION MOOE) SIGNALIZED INTERSECTION DIRECTION OF TRAVEL RELOCATE BUS STOP COVER EX. CONFLICT/NG SIGN DURING CONSTRUCTION POST NO STOPPING SIGNS ~ : CHANGEABLE MESSAGE BOARD (LOCATION AND MESSAGES TO BE DETERMINED BY C!TY.) t----;---1-----------+-~ De;SCRIPHOli APP'O l>ESIGNto D.I{. DRAW~ FL REVISIONS CHECK(O 0.K. 0/IT( 9/8/04 50 / 0 GRAPHIC SCALE 1· = so· C-341! IRVINE AVENUE TRAFFIC CONTROL PLANS CMSD GRAVITY SEWER MAINS !RVINE AVE. AT MESA DR. INTERSECTION CITY OF NEWPORT BEACH W-5305-S T-7 PUBLIC WORKS DEPARTMENT SHEET 31 OF 34 TRAFFIC CONTROL PLAN TYP. LATERAL CONSTRUCTION TYPICAL SIDE STREET ! i I 240• SHIFT TAl'tll @ Jo,1 s•o· t.1ERGE TIIPER ~◄o· 540• s40• ,1-----"',,r----_..,; •~ l ,1-------~,sr-------·i-----------°" •,~---------+-;-"" •,~--1--,A ',~-1--,-1•, -· JRVJNE AVE. • ~-r~t/ , \__ °?) 91' ~ ~ ~8 F_=_==_= __ =_=.~= .. =._=~=-=_==_=_=_==_=_=_=_==_=_=_=_= __ =:;_:::::;_=·.-~_;c."=-_=_~~~~~0'.:l,",ll"'vh~,-,,""'~:-~--,-.-_---__ -_--~-=-=,_-=.-=-,...=.=_=i==-==_=_ =~=-=t-=-=.=_=_=_==_=_=_=j'.:::.::_=_=_=_=_._==J_ - - •• ' . ' 540' - - -~ - - - - - - -._ ~ ➔ _=!_ ·"""'~16-c - -.;i;~ ~ ---- - - - - -_: - - - - - - - --_: _: - - - - - ~-~~·~-------_________________________ -_-_··_-_-__ -___ :=::z::___, R♦t __...~~ ._,. . ·.~ -:: ; · ~ ·. . 'l : f_, ,__ ~~ SiO' MERGE TAPER 2'1-0' stllF1 T.o.f'ER O :i0c l J_J:_____ .300• SHIFT f.oJ'ER @ ;}(): l 350' 7 J50' L -C DEL MAR AVE I .J I I i"" J I ,/,i I/;;. / i / /~ I j IRVINE AVE. UNIVERSITY DR. TO MIRA LOMA PL. (NIGHT OR WEEKEND WORK @ THE INTERSECTION) CONlRACTOR SHAU. NOTIFY CHRISTIAN MON1ESS0fll SGHOOL AT LEAST 1 WEEK PRIOR TO CONSlRUC:TION, LA CANADA PL. LEGEND: ' EXISTING SIGN t NEW SIGN AND POST ' TYPE TWO BARRICADE ~ TYPE 1HREE BARRICADE DELINEATOR WITH WHITE REFLECTIVE TAPE I!! ARROW BOARD ® SIGNALIZED INTERSECTION ➔ DIRECTION OF TRAVEL ® RELOCATE BUS STOP / © COVER EX_ CONFUCT!NG SlGN DURING CONSTRUCTION ® • POST NO STOPPING SIGNS '°' * HIGH LEVEL WARNING DEVICE GRAPHIC SCALE 1• ~ 50' UVlRVl/15.0WU ~ i'77 '7 ""' MIRA LOMA PL. CLOSE X-WALK W/ R96 & R96B SIGNS & COVERING OF PED. SIGNAL INDICATIONS & PUSH BUTTONS, <E-= •• I <E-' R41 ct / / /11 // /ff/ //// ~,,d77,1!"' // //////// ///// "..,f_ •••• •. / / / //////,' .. , .. .. ..7 ,$) "' "" ,,, .,, ® ' ' ' 7 ➔ ➔ -= I I ® © 7 ~- r 31;\l" SttlfT TAPER @ JO;l i ;;.., ' ' C ~ --'"1i •• I L 7 150" t cia i UNIVERSITY DR. SS5:(SFECIAl SIGN) DEL MAR AVE./ UNIVERSITY OR. CLOSED AT IR"1NE AVE. (dotes) USE ALT. ROUTES 5"' LETTERING BLACK ON ORANGE SIGNfACE. TO BE POSTED 1 WEE!( PRIOR TO CONSTRUCTION. Submitted By: f--1--1------------>--~APPR~VE~ /, / t TRAFFIC CONTROL ENGINEERING, INC, ,,,,,./ f,)1/---1-------- f--J--l-----------+-~z::~~v:°':tKal<~t <6114 231 £. lMPERlAL HW'J"_ SUITE 241 FULLERTON, CA 92835 (7!4) 447-6077 FAX (714) 447-6081 PROJECT MANAGl'."R OAT£ DUE DUE 'f~fQ• f>4- 005CRIPT1011 APP-0 005!G1/EO 0.K. ! 0/lAWtl F.L, REVISIONS CHECKED O.K. j DATE 9/8/{)4 I C-341I IRVINE AVENUE TRAFFIC CONTROL PLANS IRWO 12" WATER MAIN IRV!NE AVE. FROM UNIVERSITY DR, TO MIRA LOMA PL CITY OF NEWPORT BEACH I W-530fl..S I T-6 PUBLIC WORKS OEPARTME/ff I SHEET 32 OF 34 I i LEGEND: EXISTING SIGN NEW SIGN AND POST TYPE TWO BARRICADE 1-1 TYPE THREE BARR!CAOE OEUN[ATOR WITH WHITE REFLECTIVE TAPE ~ ARROW BOARD @ SIGNALIZED INTERSECTION ➔ DIRECTION OF TRAVEL ® RELOCATE BUS STOP @ COVER EX. CONFLICTING SIGN DURING CONSTRUCTION @ POST NO STOPPING SIGNS @ HIGH LEVEL WARNING DEVICE ® FtAGGERS KEEP INTERSECTION OPEN UNTIL WORK TAKES PLACE WlTH!N lHE INTERSECTION. MAINTAIN LOCAL AND EMERGENCY ACCESS WITH FLAGGERS DURING INTERSECTION WORK CHRJSTIAN J501 MONfESSORI SCHOOL _,."II) IRVINE AVE. UNIVERSITY DR. TO MESA DR. MIRA LOMA PL. LA CANADA PL. ._"'"' .illL=-~, -dj -d ~~7,,~t i l .. --~--; '$~o' .____,_ n+oo RESlDENTIAL UNIVERSITY DR-. -MESA DR. <( w z _J I u f--- <( ::,; ' Submitted Ely: '" COl.lllTY or OT/ G~1iPoRTBEAcW""¼<~ "'" -,..,,._ RESIDENTIAL BIRCH ST. IRVINE AVE. RESIDENTIAL COMMERCIAL RESIDENTIAL C-3-41! IRVINE AVENUE TRAFFIC CONTROL PLANS TRAFFIC CONTROL ENGINEERING, INC. f--------t--1------------+----l 11.c.E. 46214 lRWO 12" WATER MAIN GRAPH!C SCALE 1• ~ 50' 231 E. IMPERIAL HWY. SUITE 241 FULLERTON, CA 92835 (714) 447-6077 FAX (714) 447-6081 1429 PROJECT MANAGER RCE NO. DA TE DATE !IY DES<.1ll?TIOII REVISIONS lRVINE AVE, FROM MIRA LOMA PL. TO MESA OR. APP'O 0£S1Gtl£0 0.K. DilAW/1 F.L. CITY OF NEWPORT BEACH w.5305-S r.9 Cl1ECJ{E0 0.K. DATE 9/6/04 PUBLIC WORKS OEPARTMENT SHEET 33 Of 34 IRVINE AVE. AT MESA DR./BIRCH ST. 540' COMMERCIAL ~-· RESIDENTIAL LEGEND: H @ ® ➔ ® © ® @ EXISTING SIGN NEW SIGN AND POST TYPE TWO BARRICADE TYPE THREE BARRICADE DELINEATOR WlTH WH!TE REFLECTIVE TAPE ARROW BOARD SIGNALIZED INTERSECTION DIRECTION OF TRAVEL RELOCATE BUS STOP COVER EX. CONFLICTING SIGN DURING CONSTRUCTION POST NO STOPPING SIGNS HIGH LEVEL WARNING DEVICE ~ : CHANGEABLE MESSAGE BOARD (LOCATION AND MESSAGES TO BE DETERMINED BY CITY.) NIGHT OR WEEKEND WORK RESIDENTIAL / ,00 '"' GRAPHIC SCALE 1• _, 50" MESA DR. SEE RIGHT FOR TRAFFIC DETOUR PLAN . •• J50" I I RESIOEIHIAL I t I • I I I /. ""' ,~ S$.3 I : I I I I I I J I ii !I ;I '1 I i I 11 Ir I I I I I I I ! [! ~-_J BIRCH ST. t I I I ,,, I oi:s t I I I·•· RESIDENTIAL 540" 540" RESIDENTIAL ~ GOlF COURSE _J .. , -----.,; SPECIAL SIGN{SS3): 81RQ--! ST. CLOSED AT IRVINE AVE (dotes) (Um&} USE ALT. ROUTES INFO: phone {J 5" LETTERING. BLACK ON ORANGE S!GNFACE. TO BE POSTED 1 WEEK PRIOR TO CLOSURE Submitted By. I ... ORANGE AV£. "'' ~ ' ~ i!l • • " SS4 '"' SANTA ANA A VE. " ·•- REDLANDS DR. JP.V/N8 AYE. STREET CLOSURE SPECIAL SIGN(S54): BIRCH ST. Ct..OSED AT IRV!NE AVE. USE ALT. ROUTES 5" LETTERING. BLACK ON ORANGE SIGNFACE. TO BE POSTED DURING CLOSURE. ~ ~ ~ ® TRAFFIC DETOUR PLAN FOR MESA DR./BIRCH ST. AT IRVINE AVE. I ~OT TO SCAL.£ ~ "'" ------------Tl,----==----- SANTA ANA AVE. ~ RED Hill AVE. SEE LffT FOR TRAFFlC CONTROL PLAN. c.3411 TRAFFIC CONTROL ENGINEERING, INC.l---+-+---------+-J~@./~i"1ec;,~= 231 E. IMPERIAL HWY. SUITE 241 R,U:. 462!4 IRVINE A VENUE TRAFFIC CONTROL PLANS 1RWD 12" WATER MAIN FULLERTON, CA 92835 fRVINE AVE. AT MESA DR. INTERSECTION (714) 447-6077 FAX (714) 447-608! 1429 PROJECT MANAGER RCE NO. DA TE r-"-'-'~-"~-----~-'-"-"-'-'°-"--~-~'-'-'-'+-~-'_'~_•_•_o_,_'·+00_•_"_"_'_'_· -l CITY OF NEWPORT BEACH W-5305-S T-10 4'EC!<E0 0.1(. OATE 9/6/04 f'Uauc WORKS 0£PARTMENT SHEET 34 OF 34 REVISIONS