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HomeMy WebLinkAboutW_5296_SCITY OF COSTA MESA PACJp IC 0-INDICATES AREA SHOWN ON LOCATION MAP VICINITY MAP NOT TO SCALE. SYMBOL LEGEND • POWER POLE 0 MANHOLE 0 > _J a, 'tf FIRE HYDRANT □ METER BOX -----0---VALVE ABBREV I AT IONS AC ASPHALT CONCRETE AB AGREGATE BASE ACP ASBESTOS CEMENT PIPE APP'D APPROVED AVE AVENUE BC BEGIN CURVE BCR BEGIN CURVE RETURN BFV BUTTERFLY VALVE C/P CAST IRON PIPE POWER POLE ANCHOR CMP CORRUGATED METAL PIPE /j, CONG CONCRETE MONUMENT CONST CONSTRUCTION DIP DUCTILE IRON PIPE -x-x-x-FENCE DEPT DEPARTMENT BLOC KW AU DWY DRIVEWAY 0 DU DUCT TREE E EAST S'LY SOUTHERLY CJO SHRUBBERY EC END CURVE ELECT ELECTRIC ..LLL .Lll. _LLL _LLL ASPHALT PAVEMENT EX EXISTING : : : : : : 1 :\ :\ :\ :\: i FE FLANGED END BRICKWALK 1: • I FL FLANGED END CONCRETE HOR HORIZONTAL l////////~ INT INTERSECT/ON BUILDING 11'/V INVERT LF UNEAR FEET ----EXISTING CONSTRUCTION MJ MECHANICAL JOINT PROPERTY LINE N NORTH N'LY NORTHE.RLY NEW CONSTRUCT/ON NTS NOT TO SCALE PCC PORTLAND CEMENT CONCRETE ___ (i_ ___ CENTERLINE pp POWtR POLE PROP PROPOSED ----s----SEWER UNE PVC POLYVINYL CHLORIDE /PIPE/ ------w-WATER UNE PVMT PAVEMENT RCB REINFORCED CONCRETE BOX ---G---GAS LINE RCP REINFORCED CONCRETE PIPE RT RING TIGHT --E--POWER LINE RIW RIGHT-OF-WAY flWGV RESILIENT WEDGE GATE VALVE --TEL-TELEPHONE LINE sea SEWER CLEAN OUT -TV--CAB!EVISION LINE SD STORM DRAIN SECT SECTION -SP--SPRINKLER SYSTEM SHTS SHEETS :a: STREET UGHT Underground Service Alert @Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG S'LY SOUTHERLY SMH SEWER MANHOLE. ST STREET STL STEEL TR TR/CT T1P TYPICAL VCP VITRIFIED CLAY PIPE. VERT VERTICAL w WEST W'LY WESTERLY EMERGENCY TELEPHONE NUMBERS AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH /UT/UT/ES DEPT J ORANGE COUNTY SANITATION DISTRICT COMCAST CABLEVISION COMMUNITY CABLEVISION UNDERGROUND SERVICE ALE.RT NUMBERS 634-0251 895-0221 611 644-301/ 962-2411 542-6222 542-3S15 AFTER 6,00 PM 720-4040 /-800-422-4133 PUBLIC WORKS DEPARTMENT PROJECT LOCATION u[J(J C-3538 APPROVED: (Jj~~ CITY ENGINEER 7 - LOCATION MAP NOT TO SCALE R.C.E. 24967 ( '( APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: TRANSPORTATION AND RCE 22045 RCE 25553 GENERAL SERVI DEVELOPMENT SERVICES DATE: ~/2./4 Jr VIA u DO NORD ] Uj a:: ~ :r: -- GENERAL NOTES I. THE CONSTRUCTION OF AU_ PUBLIC IMPROVEMENTS SHAU_ CONFORM TO THE REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS, STANDARD SPECIAL PROVISIONS, DESIGN CRITERIA STANDARD DRAWINGS AND THE STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCT/ON /997 EDfr/ON. 2. STATIONING REFERS TO PIPE STATIONING. 3. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHAU_ BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONST RUCTION OF NEW F AGILITIES. 4. THE WA!_LS AND FICE OF ALL EXCAVATIONS GREATER THAN FIVE !5) FEET IN DEPTH SHAU_ BE EFf-ECTNELY GUARDED BY A SHORING SYSTEM. SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMf.NT MAY BE EXPECTED. 5. THE CONTRACTOR/SJ SHAU_ OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 4 ABOIE FROM CAL -OSHA. 6. ALL WATER PIPE SHALL BE BEDDED PER CITY OF NEWPORT BEACH STD-106-L. ALL SAND USED FOR BEDDING SHALL BE MINIMUM 30 S.E. 7. AU_ WATER MAIN FITTINGS SHALL BE MECHANICAL JOIN[ DUCTILE IRON (CL 52 MINJ UNLESS OTHERWISE SPECIFIED. AU_ WATER MAIN FITTINGS SHAU_ HAVE AN 8 MIL LOOSE POLYETHYLENE ENCASEMENT PER SECTION 207·9.2.6 OF THE STANDARD SPECIFICATION. POLYETHYLENE SHAU_ BE TIGHTLY WRAPPED ANO TAPED TO PIPE WITH 10 MIL VINYL TAPE. 8. THRUST BLOCKS SHALL BE INSTALLED ON ALL WATER MAIN FITTINGS IN ACCORDANCE WITH THE CITY OF NEWPORT BEACH STD-510-L. 9. WATER MAINS SHAU_ HAVE A MINIMUM OF 36'0F COVER FROM FINISHED SURFACE EXCEPT AS OTHERWISE SHOWN. 10. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN ADVNICE OF A SHUTTING OFF OF ANY FIRE HYDRANTS AT (1/4) 644-3106. II. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN ADVANCE OF ALL LANE CLOSURES. 12. ALL FLANGE JOINTS SHALL BE JOINED UTILIZING TYPE 3/6 STAINLESS STEEL NUTS, WASHERS AND HEX-HEAD BOLTS. GASKETS SHALL BE FULi_ FACED, GLUTH REINFORCED BUNA-N RUBBER. 13. FLEX AND TRANSITION COUPLINGS USED TO JOIN PIPE IN WATER MAIN CONSTRUCTION SHAI.L HAVE AU_ THREADED PARTS AND JOINING HARDWARE FABRICATED FROM TYPE 316 STAINLESS STEEL. 14. PIPE HARNESS ASSEMB/JES. VALVE AND FITTING RESTRAINTS AND SHACKLE-CLAMP ASSEMBUES SHAU_ BE JOINED UTILIZING TYPE 3/6 STAINLESS STEEL ALL-THREADED ROD. NUTS, BOLTS AND WASHERS. CLAMPS, SHACKLES AND OTHER HARDWARE MAY BE CARBON STEELS OR DUCTILE IRON WHERE APPROPRIATE, BUT MUST BE COATED LIBERALI_Y WITH CORROSION PROTECTNE MASTIC COMPOUND. 15. BOLTED CONNECTORS FABRICATED FROM TYPE 316 STAINLESS STEEL SHALL HAVE AU_ THREADED PARTS COATED UBERALLY WITH AN APPROVED ANTI· S/EZE COMPOUND. 16. ALL BOLTED AND THREADED FASTNERS SHALL BE MANUFACTURED IN THE. UNITED STATES OF AMERICA AND SHALL CONFORM TO THE MINIMUM REQUIREMENTS FOR STRENGTH, MATERIAL CONSTRUCTION AND DIMENSION AS ESTABLJSHED BY THE ASTM AND THE ANSI SPECIFICATIONS. AU_ FASTENERS SHALL BE ACCOMPANIED BY WRITTEN CERTIFICATION FROM THE MANUFACTURER. fT. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS DEPARTMENT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK AT 644-3311 FOR PUB/JC WORKS, 644-3011 FOR UT/UT/ES. 18. WATER LINE DISTANCES SHOWN ON THE PLAN AND IN THE ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES. 19. AU_ MECHANICAL JOINTS SHALL BE INSTALLED WITH RETAINER GLANDS. 20. CONTRACTOR SHALL VERIFY DEPTH ANO LOCATION OF ALL WATER CONNECTION POINTS PRIOR TO COMMENCEMENT OF CONSTRUCTION. 21. THE CONTRACTOR SHALL INSTAI_L ON NEW PVC WATER MNN A IO GUAGE INSULATED TRACING WIRE PER INSTRUCTIONS FOR UTILITIES REPRESENTATIVE, LOREN UNE 1949! 718-3410. 22. THE CONTRACTOR SHALL MO/£ AND RELOCATE METER BOXES TO PROPERTY LINE. THE CONTRACTOR SHALL ADJUST THE WATER SERVICE ON THE PRNATE SIDE OF THE METER TO THE NEW DEPTH AND LOCATION AS PER CITY OF NEWPORT BE/CH STANDARD DRAWING STD-502-L CONSTRUCTION NOTES 0 REMO/£ AND REPLACE EXISTING WATER MAIN WITH NEW 12-/NCH C-900 PVC WATER MAIN /SDR-18) PER TRENCH DETAIL ON SHEET 4 0 REMOVE AND REPLACE EXISTING WATER MAIN WITH NEW CITY PROVIDED 12-/NCH PLASTIC WRAPPED MLCCSP 0 REM(}IE INTERFERING PORTIONS OF EXISTING 8-/NCH ACP AND CONSTRUCT NEW 8·/NCH C-900 PVC WATER MAIN /SDR-18) PER TRENCH DETAIL ON SHEET 4 G) INST ALL 12' DUCTILE IRON TEE (FE X FE! @ INST ALL crrY PR(}I/DED PIPE SUPPORT © RE.M(}IE AND REPLACE EXISTING CURB AND GUTTER (j) INST AU_ 12:' X 6' DUCTILE IRON TEE /FE X MJJ 0 INST AU_ IJ' DUCTILE IRON TRANSITION COUPLING /PVC X ACPJ 0 INST ALL (CITY PROI/DED! 12:' DUCTILE IRON ST ARFLEX SERIES 5000 FLEXIBLE EXPANSION JOINT @ INST ALL 12' CLASS 150 !FE X MJ/ BFV WITH VALVE BOX AND RISER PER CITY STD-508-L.STD-5/0-L-C,AND STD-511-L 0 INST AU_ 8' CLASS 150 !FE X MJ! RWGV WITH VALVE BOX AND RISER PER CITY STD-508-L,STD-5IO-LC AND STD-511-1 @ INSTALL 2-/NCH AIR/VACUUM RELEASE VALVE PER DETAIL ON SHEET 4 @ REMO/£ EXISTING VALVE AND RETURN TO CITY OF NEWPORT BEACH UT/UT/ES YARD AT 949 W. lf.iTH STREET CONSTRUCT THRUST BLOCK PER CITY STD-510-L REMCNE EXISTING WATER SERVICE UNE FROM THE EXISTING MAIN TO THE EXISTING WATER METER INST ALL 2" METER SERVICE PER CITY STD-503-L INST AU_ f METER SERVICE PER CITY STD-502-L SHEET INDEX DESIGNED CfECKED SHEET DESCRIPTION TITLE SHEET 2 PLAN & PROFILE ST A. /0•00.00 TO !5•00.00 3 PLAN & PROFILE ST A. /5,00.00 TO /9•68B3 4 DETAIL SHEET EER RCE ND. • 46214 &,•l'\,•0"3 DRAWN AC DATE AC DATE SC 05/12/03 BY DESCRIPTION REVISJONS APP'D W-5296-S SHEET I OF 4 l ' ...J R/W-------'',---\---'\ .-\ \\' \ \ ' ./-<''.::\_.- ' I { ·---~----~~:-;..;= --=..:.._--_:· __ f-:---_ :'·::'.~-::,:c~-½i;_:-=-~-: BEGIN CONSTRUCTION ST A. /(N)().OO I \ -,f 10 if I' " f I ! f / / --Sc!~i~~ ---~/::ii-5J•-·----;- ----------- ~~~4if HORIZ: I"= 20' VERT: I'= 8' 12 EXISTING SIDEWALK EXISTING CURB INSTALL 12-/NCH PVC C-900 WATER MNN & GUTTER [_,.-..."· .,--r ·--·~" ~· 0 0 0 0 ® y ' ·'·'----:"'"""""'--,-_0·s·e::-_ ... __ ,_e; ___ -----.. -.,. =~--- CONSTRUCT/ON NOTES ' REMOVE AND REPLACE EXISTING WATER MNN WITH NEW /2-INCH C-900 PVC WATER MAIN ISDR-18) PER TRENCH DETAIL ON SHEET 4 ! REMOVE AND REPLACE EXISTING WATER MNN WfTH NEW CITY PROVIDED 12-/NCH PLASTIC WRAPPED MLCCSP INST ALL CITY PROVIDED f'IPE SUPPORT REMOVE AND REPLACE EXISTING CURB AND GUTTER INST ALL (CITY PROVIDED!V2" DUCTILE IRON ST ARFLEX SERIES 5000 FLEXIBLE EXPANSION JOINT ' INSTALL l2"CLASS 150 !Fie X MJJBFV WfTH VALVE BOX AND RISER PER CITY STD-50f-L,STD-5l0-L-C,AND STD-51I-L ' @ 9 ST A /2•62.00 ·----··--·-------_,· '"--"' ·~~ ~--- VIA INSTALL 2-/NCH NR/VACUUM RELEASE VALVE PER DETNL ON SHEET 4 REMOVE EXISTING VALVE AND RETURN ro CfTY OF NEWPORT BEACH UTILITIES YARD AT 949 W. 16TH STREET REMOVC EXISTING WATER SERVICE UNE FROM THE EXISTING MNN TO THE EXISTING WATER METER @ INSTALL r METER SERVICE PER CfTY STD-502-L 13 ST A. I 2•92.69 ,,.-,--------112 5 LIDO DATE BY LJ DO C}-JANN£L :;'/: ' ,J ·----·- __ __;;,_ ____ :;.;~-------. _r;, -------_;r, __ LIDO BRIDGE INST ALL I2-/NCH MLCCSP DESCRIPTION REV!SlONS APP'D APPROVED DATE DESIGNED CHEa<EO GI R ST A. /4•55.00 9 >------, 5 R.C.L NO, 46214 "-·l"L-o'\ ORAWN AC AC DATE MJS 05/15/03 ·---~-~•---·:"{(- _____ ~----... __ _,.- c"' / .t/ '.-'!-{" -~---··"-·------,------ 1:'1,1-·;.'.•~'.n_, '>"",NC, I ~-. ~-\-') ,, C) C) c:5 C) th - 1---~ lJ,j lJ,j V) lJ,j ~ ---J :r:: (._) f-- -<:J: ~ LIDO ISLE WATER BRIDGE 12-INCH MAIN REPLACEMENT PLAN & PROFILE STA 10+00.00 TO STA. 15+00.00 C-3538 CITY OF NEWPORT BEACH W-52%-S PUBLIC WORKS DEPARTMENT SHEET Z Of 4 -,··--------~·~--- ~-=<":or: ii 15 16 C) C) . C) C) ... Ln - C\l 1---- Lu Lu ::r::: VJ Lu Lu VJ Lu < -----J 0 -, ... ;: '"· L ·----,.~--~- CONSTRUCTION NOTES REMOVE AND REPLACE EXISTING WATER MAIN WfTH NEW 12-INCH C-900 PVC WATER MAIN /SDR-18) PER TRENCH DETAIL ON SHEET 4 REMCNE AND REPLACE EXISTING CURB AND GUTTER REMCNE EXISTING VALVE AND RETURN TO CITY OF NEWPORT BEACH UTILfTIES YARD AT 949 W, 16TH STREET REMCNE EXISTING WATER SERVICE LINE FROM THE EXISTING MAIN TO THE EXISTING WATER METER INSTAil_ 2' METER SERVICE PER CITY STfr503-L EXISTING CAP ON 12-INCH WATER MAIN "' <\J Kl 17 VIA -_-T=;jt~ ~~;y-,------c--::;:,...:--;,1-,:::::-.,.~.:c."""'- ~~;f7it;r~~~ HORIZ: I"· 20' VERT: I'· 8' 18 INSTAil_ 12-INCH PVC C-900 WATER MAIN ,_; .. ;--•'-- ,, I ,_ L -·--•,j"'") LIDO ·-\:,~.::::. '--j , ---~-:_(w: --_,,,_,_ ·-c----~~..,,....,n,% ,~, r t• i 1,'-'--...,,,./ •'-·;ve-. "c -------~----· .... .,... EXISTING SIDEWALK EXISTING CURB & GUTTER _;;_,-,·= -.- r · ·-' '-,-;__-· \,ilf,"'·----"' '01 ·•-~--~C •• L.C C _,.-f • • .-_, :· r -,·, ,,,_, ~~·✓•;: ' 19 -c•-, ==="+'·s•c··~--• -~ .,..,,.~,. ,' {--;•'"C¾"- tMtCt DATE BY i¼Il! --"!::---= ~~~ ,-'""--- __ -=--~~~~ ~t~~~~~+J;~~~§c c~-~--·~,ct-~~~~- / / i'< / ,-<;.\ -~2- END CONSTRUCT/ON ST A. l9•68B3 DESCRIPTION REVISIONS / / SEE CONNECTION DETAIL B fJN SHEET 4 APPROVED APP'O DESIGNED CHECKED AC /; 46214 DRAWN AC DATE // _./ / / / ! \ LIDO ISLE BRIDGE 12-INCH WATER MAIN REPLACEMENT PLAN & PROFILE STA 15+00.00 TO STA 19+64.50 C-3538 Cl1Y OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5296-S z 9 N ~ w 'I' m SHEET 3 OF 4 w MJS 05/15/03 t'. '----------------------------------------------------""'""-----------------------------------------------.L...----------------------""""""-'-----..... ------------...... ------ -T7 I.L-,, I . . . . ... -. . . L~'V, FOR AC.,STREETS,OVERLAY ENTIRE SECTION SHONN WITH t½" AC.OVERLAY. GRIND EXIST. STREET 5' MIN.FROM EACH EDGE OF GUTTER OR CURB FACE TRENCH WIDTH EX.PAVEMENT - - .. . . • . . -. -. . . . . . -. --. -. . . -. . -~..+--..i---NOTE 6 . --.. I' MIN. NOTES: I. 2 3 TRENCH WIDTH SHALL BE OD.• 12" MINIMUM OR O.D. • 20" MfXIMUM,INCLUDING THICKNESS o/ TRENCH Sif!OR/NG OR SHEETING. I BACKFILL SHALL BE PER STANDARD SPECIFICATIONS SECTION ~06-1.3,EXCEPT THAT RELATNE COMPACTION SHALL BE, 90 PERCENT MINIMUM. WHEN THE! MAXIMUM TRENCH WIDTH IS EXCEEDED, THE CONTRACT~R SI/ALL SUBMIT TO TI/E ENGINEER FOR APPR!NAL.IDRAWINGS WITH SUBSTANTIATING ENGINEERING CALCULATIONS FOR THOSE MODIFICATIONS OF PIPE STRENGTH AND/OR BEDDING WHICH WILL PROVIDE AN IN-PUCE FACTOR OF SAFETY EOUNALENT TO rHAT PROVIDED I 1N THE CONTRACT. I' MIN. (AT PljVEMENT SURFACE! 4. ' BEDDING fl/ALL BE PER STANDARD SPECIFICATIONS (AT PAVEMENT SURFACE! REPLACE WITH r THICKER AC.SECTIONS.THAN EX.AC. SECTION (COMPACTION 907. MIN.! ~--6"MIN. REPLACE P.C.C.SECT/ONS WITH MINIMUM OF 8-/NCH SECTION. 6'MIN. -- 0.D./PIPE BARRELJ -- TRENCH SHEETING OR SHORING 1/ IF USED UNDISTURBED SOIL. TYPICAL • ~ 0.4 OD. r-O" I • Lu tu f-.. <>: 0: UC) "'Q_ ['c 8Q_ ' tr,vl ,._ V) <>l> V)CJ do.' 13 to i ~ 9 5 (o ~--12 TRENCH OET AIL N.T.S. 2'X2'X6' THICK CONCRETE PAD /7. MIN. SWPE 0 2"AIR/VACUUM DETAIL NOT TO SCALE GENERAL NOTES I. ALL COPPER FITTINGS SHALL BE SILVER SOLDERED. 2. PAINT COVER INSIDE AND OUTSIDE WITH TWO COATS 'WHITE' GLOSS ENAMEL PAINT. 3. REINFORCE CONCRETE SLAB WITH Wl.2 X Wl.2 WELD WIRE MESH. 4. ASSEMBLY SHALL BE WCATED SO AS TO HAVE THE MIN. IMPACT ON PEDESTRIAN TRAFFIC. USE "ALTERNATE ORIENT AT/ON' IN SIDEWALK AREAS. WHERE SPACE PERMITS. SET IN BACK OF SIDEWALK. FOR ALTERNATE ORIENTATION, REFER TO STD-5/5-L. 9 7 0 SECTION 306-1.2.1, EXCEPT Tl/AT, I I (A) cl.Ats /OO-E-/00 SLURRY MAY BE SUBSTITUTED FO~ SHAPED BEDDING AT THE CONTRACTOR'S OPf!ON AND SOLE EXPENSE. /Bi 1/AIJNCH BEDDING SHALL BE I/AND TAMPED TO 901/. RE/.ATIVE COMPACTION MINIMUM FOR PVC.RPM, HDPE,AND ALL OTHER FLEXIBLE PIPE INSTALLATIONS. WHEREUPON TIIE REMAINDER OF BEDDING IABOVE- SPfllNGUNEJ MAY BE COMPACTED CONCURRENTLY W{l;H THE BACKFILL. 5. TRENCH f/ESURFACING IN PORTLAND CEMENT CONCRE7 E PAVEMENT SI/ALL BE PER STANDARD SPtC/FICATIONS SECTION !306-/.5,EXCEPT THAT CONCRETE SHALL BE 8' THICK MINIMUM CLASS 560-C-3250. 6. IF MAIN 4/NE TRENCHES RESULTS IN PAVEMENT WIDTH OF 5' OR LESS,fAVEMENT SHALL BE REMOVED TO EDGE OF GUTTER. 7. TRENC/1 1RESURFAC!NG IN ASPIIALT CONCRETE PAVEMENT SI/ALL BE PER STANDARD SPECIFICATIONS SECTION 306-/.5, EXCEPT Tl/AT: ' IA! ASPHALT CONCRETE SHALL BE PLACED IN UFTS NOT TO EXCEED 4"THICK. !BJ /4PPLY TACK COAT AND FEATHER NEW PAVEMENT AS NECESSARY TO SEAL THE CONT ACT JOINT AND ELIMINATE F!AVEMENT DEPRESSIONS WITHIN ONE FOOT OF rHE ' OONT ACT JOINT. AIR/VAC CONSTRUCT/ON NOTES INST ALL 12", 10 GU AGE STEEL JENTED PIPE COVER. WELD ¼' PLATE TO TOP, PROVIDE 4 ANCIIOR LUGS AT BOTTOM, HOT DIP GALVANIZE AFTER FABRICATION THEN PAINT. AIR HOLES HAVE A ¾' DIAMETER ® 2" AIR AND VACUUM REUEF V~LVE, APCO MODEL NUMBER /43C.2 OR l45C.2, OR CRISPIN UUO OR UL20 0 0 ® 0 0 INSTALL VALVE BOX COVER ANb RISER PER STD-511-L INST ALL 2" COPPER TUBING TYPE 'K' INST ALL 2' 90" WROUGHT COPP/i.R £/BON INST ALL 2' BRONZE RALL VALV,E. JONES J-/995 WITH J-/90/W NUT INSTALL BRONZE DOUBLE STR~P SERVICE SADDLE. JONES J-979 OR FORD F/0/B WITH I.P. THREAD• 0 INST ALL 2' CORP. STOP, IP THf/EAD INLET X FIP OUTLET, JONES J-/500 @ INSTALL WROUGHT FEMALE AD'APTER. (COPPER X FEMALE NPT! @ INSTALL½" D1/l,METER STAINLffSS STEEL ANCHOR BOLTS SET IN CONCRETE S~ • 0 INSTALL 2' THREADED BRASS NIPPLE, MIP, METER FLANGE ONE END @ INSTALL ¼" DIAMETER STEEL ROD HANDLES. FILLET WEW TO TOP COVER PLATE ' @ INST ALL 2' SCHEDULE 80 Pvc: THREADED NIPPLE, MIP, METER FLANGE ONE END R/W ---.....___ ---------------------'--------------------~---------------------------------- EXISTING _ B"WIPVCI ~ ~------..::... - - - ---------e---- /EXISTING -cj B"W(ACPJ m ,1 l!I 4 EXISTING-~-'! I B"WIPVCJ I! I I! I I! I Ii_ VIA UDO [r'-4" 10 { ~ f-.. Lu >-S( ~ (;.J I /0 ' I ! I I ! ----EXISTING l2"WIACPJ ! I I ' I !..b DETAIL A NOT TO SCALE 46214 12-31-06 0 CONSTRUCTION NOTES: RFMOVE AND REPiACE EXISTING WATER MAIN WITH NEW /2-/NCH C-900 PVC WATER MAIN !SDR-IBJ PER TRENCH DETAIL ON SI/EET 4 0 REMOv'E INTERFERING PORTIONS OF EXISTING 8-INCH ACP AND CONSTRUCT NEW 8-INCH C-900 PVC WATER MAIN (SDR-18! PER TRENCH DETAIL ON SHEET 4 0 INST ALL 12" DUCTILE IRON TEE !FE X FE! 0 INSTALL 12' X 6' DUCTILE IRON TEE /FE X MJJ (jj) INSTALL 8" DUCT//£ IRON TRANSFTION COUPUNG /PVC X ACPJ @ INSTALL /2'CLASS 150 (FE X MJJ BFV WIT/I VALVE BOX AND RISER PER crrY STD-508-L.STD-5/0-L-C.AND STD-511-L ® INST ALL 8' CLASS 150 !FE X MJJ RWGV WITH VALVE BOX AND RISER PER CITY STD-508-L.STD-5/0-L-C AND STD-511-L @ REMOVE EXISTING VALVE AND RETURN TO CITY OF NEWPORT BFACH UTILITIES YARD AT 949 W. 16TH STREET @ CONSTRUCT Tl/RUST BLOCK PER C/rY STD-510-L EXISTING 12"BFV APPROVED ~~/;;' R.C.E. NO. □ATE C. • I '2. •O'\ 462[4 R/W ~ ""-C 4'-4" <i. ti i-----'--''--~..I Ci 4 14 DETAIL B NOT TO SCALE 7 _I!__£ ii_ VI A UDO UDO ISLE BRIDGE 12-INCH WATER MAIN REPLACEMENT DETAILS C-3538 z ~ 9 APP'□ DESIGNED DRAWN .-----t--t---------+---l~=;;---,;c::::-;;:----+---------~----lN ~ CITY OF NEWPORT BEACH W-5296-S i:J DATE BY DESCRIPTION AC AC C/V\\, o'<-""" F cr,_1,,\'i CHECKED DATE MJS 05/15/03 1---------1"' L...----------------------------------------------------"'--------------------------------------------=:.... ____ _l ________ ~R~E!V:IS~IO~N:S ________ J~~~~d.::~~~J __ _:P~LJB~L~IC~W:o:n:KS~DE~P:AITT::ME:N:T __ J=~S~HE~E~T~4~0F~f~~- .. 4 • 1 Lido Isle Bridge 12"Wtr Main Re~lacement PROJECT /CONTRACT DESCRIPTION Citt of New~ort Beach WCPL CUSTOMER/INSTALLATION CONTRACTOR City of Newport Beach WCP0571 City of Newport Beach AGENCY /OWNER WCPL SALES ORDER No. DESIGN ENGINEER/OWNER'S REPRESENTATIVE PREPARED & SUBMITTED SY: LJ"P ON, 4---fe;,-a~ Layout Summary for WCPl Dato APPROX. QTY'S: CYL. O.D. WALL THK. APPROX.LAID FOOTAGE 1 12. 750 . 500 223. 78 APPROVED FOR ~i-WPORT BEACH FABRICATION CITY O~Q~K~ DEPARTMENT PUBLIC\! ORAVJiNG RE.VIEW q-14-oo i...J,~ SHOP ___ Shoo l)Wg. No. _.,,,,... } No. ' -----=-~ Sy,,_,,_,,,........... ---·o,Nc 1'".;"":'t'ED Date-= -- £ ""Qj:lt'c:C1 ~ • .,;; ,,: ' 0 MF,~~.,..,, • "'· r ')' 0 NO E.XCEP!lON~-TAKEN 0 Rf.'l}l$E AN!) Hf..Sl.k-MIT 0 SUBMIT SPECIFIED ITEM O ~•-;q'T£0 . ' • ,c-..~, ~ -~,,_..,.. -M<a~fii'l c,-::,.11oopt pi ti~ ">' n!.:.:rmanr,.0 w•~1 u"" ""· ;b'l-t ;,-1c;tu.dsd rti ,n.,- R view ls o!11Y for gsn-s-r:_:,,_~ . .;,e wim \n'? i?"1l?~\;' die roaqu'.mrn0,M1 0 . • ~nd gen0ffi1 et.,"~•:i-'~~,;=_ <,hc-wn is Slt:'lf-""·,;.,.,.. ci~ibie tor: ccm- ~16f~ia~~~:ri~!l-s~~i~~~~~n~ ~~~~:tf;b ~ft,;~$~~!sa;~ ~~r REVIEWING ENGINEER OR CUSTOMER TO INDICATE BY SIGNATURE AND/OR STAMP ABOVE, O • d CC,nllrrrun'] o:.v"T'I, ·""'· 1 ,r'lt wltn 'W\G-\-{}! OJ;. 1 P'.'?i,cng,-,..,~ c-.oordinadci'l. q, ha;,~d't~~'iBractm)' manner. THE STATUS OF THE SHOP DRAWING PACKAGE ENCLOSED. CHANGES NOT NOTED HEREIN, OR st,t: . •.CJ •. ,,om. ;n a eam • • • BY ATTACHMENT, Will BE CONSIDERED APPROVED WITHOUT COMMENT. fcrrmnQ tne • MANUFACTURING CANNOT PROCEED UNTIL AN 'APPROVED' OR 'APPROVED AS NOTED' PACKAGE IS RECEIVED BY WCPL. West Coast Pipe linings, Inc. WCP fn.: en 'NC?'-__D 2180 North Locuat Avenue, Rialto, Califor-niQ 92377 0571AOOO Pflon•:(9'09'}356-5670 Fax:(9'09}356--4229' A Div;sion of Stal• Pip• & Supply, Inc. GENERAL DRAWING NUMBER GENERAL DRAWi NGS COVER SHEET GENERAL DWG INDEX MARK No DWG INDEX TERMS & CONDI Tl ONS ABBREV! ATI ONS SCHEMATIC SYMBOLS JOB LOCATION MAP WELDED JOI NT DWG No 0571A000 0571A001 0571A002 0571A020 0571A030 0571A040 0571A050 0571A080 West Coast Pipe linings, Inc. :HBO North Lo,:1111 AYonuo, Rialto, Cafilornla 92377 Phon•:(909}356-5670 Fox:(90'PJ356-422P A Division of Slot• Pipe & Supply; Inc. LAYING DIAGRAMS MK 1 THRU 8 DWG No 0571A101 Lido Isle Bridge 12"Wtr Main Replacement City of Newport Beach INDEX DET Al L DRAWi NGS FAB & TEST! NG THREADED COUPLING FLANGE DWG No 0571-900 0571-905 0571-915 ,. llf-'&y_: __ LJ_D_+-D_a_te_: _9,__/_03--'-/_0_3----1~,hq By: k Job: WCP0571 FileNo. 0571A001 ,,u.v,'l<,,'-"'----...L..::..-'11 M A R K & D R A w I N G N u M B E R I N D E X MARK DWG# 1 0571-201 2 0571-202 3 0571-203 4 0571-203 5 0571-204 6 0571-203 7 0571-205 8 0571-206 .. (Jj '1-JCPL) West Coast Pipe Linings, Inc. Lido Isle Bridge 12"Wtr Main Replacement By: LJD Date: 9/03/03 ~,1 k &y: % 2180 Nortb Locu1t Av1111nue, Rio/to, Calllornia 92377 ~ Phr:me:(909)356-5670 Fox:(909J356-4a29 City of Newport Beach Job: WCP0571 FileNo. 0571A002 A Divi•ion of State Pipe & Supply, Inc. GENERAL NOTES 1. THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE THE PURCHASER'S INSTRUCTIONS AND THE PROJECT SPEC- IFICATIONS. UNLESS OTHERWISE NOTED, OR REQUIRED BY PROJECT SPECIFICATIONS, THE FOLLOWING MA TE RIAL AND MANUFACTURING STANDARDS WILL APPLY: A. CARBON STEEL PIPE PER AWW A C-200, ASTM A-139, GR.B, 36,000 PSI MIN. YIELD. (MAX.CARBON, 0.25%) FITTINGS: SAME MA TE RIAL, DIMENSIONED PER A WW A C-208. B. CARBON STEEL PIPE PER ANSI 836.10, ASTM A-53, GR.B, 35,000 PSI MIN. YIELD. (MAX.CARBON, 0.25%) FITTINGS: A-234, GR.WPB, DIMENSIONED PER ANSI B16.9. ** MA TERI AL TEST REPORTS & CERTIFICATES WILL BE PROVIDED. 2. MORT AR LININGS AND COATINGS, UNO, WILL BE APPLIED PER: A. METHODS, DIMENSIONS & TOLERANCES: A WW A C-205. B. CEMENT: ASTM C-150. C. SAND : ASTM C-33 D. REINF.WIRE: ASTM A-82. 3. SEE DWG.030 FOR A COMPLETE LIST OF DEFINITIONS AND ABBREVIATIONS. ST A TIONS AND ELEVATIONS PROVIDED ON LAYOUT DRAWINGS ARE TO THE LEADING END OF THE PIPE SECTION AS LAID, AT THE INVERT OF THE PIPELINE -UNO. NOTE: ELEVATION REFERENCES WILL BE CONSISTENT WITH THE CONTRACT ORA WINGS' REFERENCE (SEE LAY.DIR.ARROW): BOP = BOTTOM OF PIPE ( OUTSIDE) INV = INVERT (INSIDE FLOWLINE) CEN = CENTERLINE/SPRINGLINE SOF = SOFFIT /CROWN (INSIDE TOP) TOP = TOP OF PIPE ( OUTSIDE) 4. EACH PIPE SECTION WILL BE CAPPED ON BOTH ENDS WITH A WATERTIGHT COVER TO PROTECT MORT AR LININGS PRIOR TO INSTALLATION. IT IS THE CUSTOMER'S RESPONSIBILITY TO MAIN- TAIN OR REPLACE CAPS AND INTERIOR MOISTURE AFTER PIPE SHIPMENT. LININGS DAMAGED AS A RESULT OF DAMAGED CAPS OR EXCESSIVE DRYING WILL NOT BE THE RESPONSIBILITY OF WEST COAST PIPE. 5. EACH PIPE SECTION WILL BE MARKED PRIOR TO SHIPMENT AS FOLLOWS -ALL MARKINGS WILL BE ON OUTSIDE SPIGOT END: A. JOB NUMBER (FIRST FOUR DIGITS OF DWG/FILE No.) B. WCPL STENCIL C. MARK NUMBER D. FIELD TOP /BOTH ENDS -IF SPECIAL FITTING 6. PlPE ENDS WILL BE LEFT BARE A SUFFICIENT DISTANCE TO ALLOW ASSEMBLY OF FIELD JOINTS AND/OR WELDING, SEE DWG.080 FOR HOLDBACK DIMENSIONS. FIELD LINING/COATING MATERIALS ARE NOT PROVIDED BY WCPL, ONE DIAPER IS FURNISHED PER JT. UNLESS SHOWN OTHERWISE ON DWG.080, BARE STEEL AT ENDS WILL BE TREATED AS FOLLOWS: A. WELDED JOINTS: WILL BE LEFT BARE STEEL FOR FIELD WELDING B. ORING JOINTS WILL BE SHOP-PRIMED WITH RED-IRON-OXIDE PRIMER, TNEMEC 10-99 OR EQ., 1.5 -3.0 MILS OFT. 7. INTERIOR BRACING WILL BE SHOP INSTALLED AFTER LINING PER DWG.085. BRACING IS TO MAINTAIN ROUNDNESS DURING STORAGE SHIPPING, AND HANDLING. CONTRACTOR MAY SUPPLEMENT OR REPLACE BRACING AS NEEDED TO ACCOMMODATE LA YING OPERATION. West Coast Pipe Linings, Inc. 2180 Norlb Locu,t Avenue, Rio/to, California 92377 Phone:(909)356-5670 Fox:(909)356-4229 A Divi$ion of Stal• Pip• & Supply, Inc. Lido Isle Bridge 12"Wtr Main Replacemenf Cify of Newporf Beach By: LJD Date: 9/03/03 ch"l,d ''' Job: WCP0571 FileNo.: 0571A020 ~ REV ill ABBREVIATIONS PIPE ENDS PIPE LINING & COATINGS MISCELLANEOUS BCB = BEVEL CARNEGIE BELL BCS = BEVEL CARNEGIE BELL BEV = 30 DEG BEVEL END FOR BUTT WELDING BS = BUTTSTRAP JOINT BSCTF = BUTTSTRAP W /FIELD CUT-TO-FIT BWB = LAP BEVEL WELD BELL BWBA = LAP BEVEL WELD BELL W / AIR TEST HOLE BWS = LAP BEVEL WELD SPIGOT CB = CARNEGIE BELL CS = CARNEGIE SPIGOT DBS = DOUBLE BAR 0-RING SPIGOT DE = FLEX COUPLING END DECTF = FLEX COUPLING W /FIELD CUT-TO-FIT DWB = DEEP LAP WELD BELL EXP = EXPANSION JOINT FLG = FLANGED END (SLIP ON) HCB = HARNESSED CARNEGIE BELL HCS = HARNESSED CARNEGIE SPIGOT HOE? = HARNESSED FLEX COUPLING END ? INDICATES NO. OF RODS HOB = HARNESSED 0-RING BELL HOS = HARNESSED 0-RING SPIGOT ORB = 0-RING BELL ORS = 0-RING SPIGOT PE = PLAIN END PECTF = PLAIN END W /FIELD CUT-TO-FIT RGV = ROLLED GROOVE VIC TH= TEST HEAD THCTF = TEST HEAD W /FIELD CUT-TO-FIT VIC = VICTAULIC END (WELD ON) WB = LAP WELD BELL WBA = LAP WELD BELL W / AIR TEST HOLE WS = LAP WELD SPIGOT WSCTF = LAP WELD SPIGOT W /FIELD CUT-TO-FIT BARE= BARE CMC = CEMENT MORTAR COATING CML = CEMENT MORTAR LINING CTE = COAL TAR ENAMEL CTEC = COAL TAR ENAMEL COAT CTEL = COAL TAR ENAMEL LINING CTEP = COAL TAR EPOXY PAINT CTRP = COAL TAR PRIMER EP = EPOXY PAINT LAC = LACQUER PAINT L&C = LINE AND COAT PT = PAINT TF = COAL TAR & FELT COATING TFF3 = COAL TAR, FELT & FELT COATING TGF3 = COAL TAR, GLASS & FELT COATING T&O = TASTELESS & ODORLESS LINING TP50 = TAPE COATING 50 MIL SYSTEM TP80 = TAPE COATING 80 MIL SYSTEM ZN = ZINC PAINT (RUST INHIBITOR) West Coast Pipe Linings, Inc. AHO = AHEAD ALL= ADJUSTED LAY LENGTH APL = ADJUSTED PIPE LENGTH A TH = AIR TEST HOLE ATT = ATTACHMENT ATTS = ATTACHMENTS Al or AV= AIR VALVE AWWA = AMERICAN WATER WORKS ASSOC. BC = BEGINING OF CURVE BEV= BEVEL BF = BLIND FLANGE BK = BACK BO = BLOWOFF BT or BOP = BOTTOM OF PIPE BO or BL = BLOW OFF OUTLET BT = BOTTOM CEN = CENTERLINE CIR = CLOTH INSERTED RUBBER CK= CHECK VALVE CL = CLASS COM = COMBINED COMB = COMBINED CONC RDCR = CONCENTRIC REDUCER COS= COSINE CPLG = COUPLING CPI = COMBINED POINT OF INTERSECT CR= CROTCH PLATE CTF = CUT TO FIT CUT = CUT ANGLE DBLR = DOUBLER PLATE DEF = DEFLECTION Dor DEG= DEGREES DIA = DIAMETER DN = DOWN DR = DRAIN DWG = DRAWING EC = END OF CURVE or EXPANSION COUPLING ECC RDCR = ECCENTRIC REDUCER EXP or EJ = EXPANSION JOINT EL or ELEV = ELEVATION ELL = ELBOW EL(?/W) = ELBOW (No, OF MITER WELDS) EQ = EQUA !ION EXT = EXTERIOR FB = FIELD BOTTOM FC = FLEX COUPLING FCA = FLANGE COUPLING ADAPTER FF = FLAT FACE (FLANGE) or FULL FACE (GASKET) FIN = FINISH FLEX CPLG = FLEXIBLE COUPLING rs = FULL SURFACE GASKET (@ BLIND FLG) FT = FIELD TOP FIN = FINISH By: LJD GV = GATE VALVE GRD = GRIND BACK HCR = HORIZON! AL CURVE HLL = HORIZONTAL LAY LENGTH HOR = HORIZONTAL HPI = HORIZONTAL POINT OF INTERSECT ID = INSIDE DIAMETER IG = INSULATING GASKET INT = INTERIOR INV = INVERT LAT = LATERAL LEN = LENGTH LT = LEFT MA or MH = MANHOLE MK = MARK NUMBER NLL = NOMINAL LAY LENGTH NR = NO REINFORCEMENT OD = OUTSIDE DIAMETER OT or OU = OUTLET PA or PH = PASS HOLE Pl = POINT OF INTERSECT PL= PLATE PRC = POINT OF REVERSE CURVE RAD = RADIUS REINF = REINFORCEMENT ROT = ROTATION RT = RIGHT S = SLOPE SD = SEE DRAWING SHT = SHEET SKT = SKIRTED FLANGE SOF = SOFFIT OF PIPE SPCL = SPECIAL ST = SHOP TOP STA= STATION STD = STANDARD STL = STEEL T or TEE = 90 DEG TEE TAN = TANGENT TCL = TOTAL CENTERLINE LENGTH THRO = THREADED THRO CPLG = THREADED COUPLING TK = THICK TP or TOP = TOP OF PIPE / TOP TPL = TOTAL PIPE LtNGTH VC = VICTAULIC COUPLING VCR = VERTICAL CURVE VERT = VERTICAL VPI = VERTICAL POINT OF INTERSECT WP or WRAP = WRAPPER PLATE VV = VENTURI VALVE/METER * = INDICATES SHIP LOOSE ITEM Date: 9/03/03 Cheeked By: 2180 North Loeud Avenue, Rialto, Calilornlo 92377 Phone:(909)356-5670 Fox:(909)356-4229 A Division of $tote Pipe & Supply~ Inc. Lido Isle Bridge 12"Wtr Main Replacement City of Newport Beach Job: WCP0571 FileNo.: 0571A030 REV ffi PLAN VIEW G = • m m w -!11111 1tl1111I 11dwt11 ,r! I I I ,I , de I ORIGINAL ORA WING SCALE: 1" = 10' PROFILE LAYNG DRECTION atvATIONS ARE AT "INV~ - PIPE LENGTHS ARE "NLL" ~-/··-__J VERT. El.BOW .!'1111 aoo 111-----:::,/;., -![ j ~ u ;li ~ ~ va -t2683 ON ' -/.OTTOM OUTLET -111 \ JOINT LENGTH LING LENGTH. \RKNo. ' 1/1 ~ 00 l[n L STATION & El.EV. AT LEADING END or JOINT CASING (OR OTiiER ITEM NOT ~y WEST COAST PIPE, le VAULT'S ~ -/ __ ------r FLANGED COl'f'.IECTION » ft u u TOP OUTLCT J STEEL PFE OCSCRPTION ~ LINING 00 COATING, JOINT TYPES, ETC. 3•~-~~ r,;, V ."5"" w•• nUJ.J= .JV1NTS -2 _ u,,r CEMENT MORT AR LINED At-0 COATED RESULT ANT JOOT DEFLECTION DAT A r BEV OR PULL N DECIMAL DEGREES ' • _ . i/: . l/i 7 • • • ~ 47.!li .. 7.$! .a.as -~ I ,,_/111)1) ![ I '1~ ,[ I I[ I " ~ DESIGN DEFLECTION DATA AT Vf'I ,,,;--POINT Of INTERSECTION t5452 LJF' -•= ~ff ~ L SLOP( TANGENT s d 1~ ~ ~~ "" w PACKAGE/DRAWING SHEET NO. ORGANIZATION > 0571~ w w J TYP. ow:;. NO. > ~ > " w ., J~ J~ >~ >~ ., "' ., ., "' J J« "' >w "' >w ~ <:w -W I r I u >I « I >-r ~ ~r r ::>r DRAWING DESCRIPTION FileNo. SERIES: JO r uo X wo rO ROTATION OFF FT•~ ~ r w w r z (LAST 3 DIGITS) . ,. ::, Ir J c3 ~ w>- IN DECIMAL DEG. ROT FT 00 00 00 U 00 ~ >OO A • 84.05' COVER SHEET 000 Ill B Pl ~ ~ H CIRCUMFERENTIAL DIM. LEN OD A • 2 2. 01' INDEX 001 THRU 019 IN INCHES OFF FT t GENERAL NOTES 020 THRU 029 LEN OD s • 1 . 5 6' ABBREVIATIONS 030 THRU 039 CIRCUMFERENTIAL DIM._______.- IN INCHES OFF SHOP TOP FH SYMBOLS 040 THRU 049 -c ~~~a PROJECT LOCATION 050 THRU 059 0 SHIP LOOSE LIST 070 THRU 079 -< "'z JT DETAILS/DESIGN SUMM 080 THRU 084 w ::,; r I w 0 r r LY -~ u -ow w w INTERIOR BRACING 085 THRU 089 r ::, r rJ WJ J ~ 0 U bS Or ~,, PLAN & PROFILE DWGS. 101 THRU 199 w WW <n5 ~a r "' ~ oo a SPOOL NO. DWGS. 201 THRU 799 (f :rCE +. • APPURTENANT PIPING 801 THRU 899 lj1 TYP. PIPE END VIEW FABRICATION STANDARDS 901 THRU 999 West Coast Pipe Linings, Inc. Udo Isle Bridge 12"Wtr Main Replacement By: LJD Date: 9/03/03 ch,~hd Sy: a:J '1-.JCP'-_] 2180 North Loeud Ave11ue, Rialto, California 92377 IA/13 Phon•:(909)356-5670 Fax:/90P)356-4229 City of Newport Beach Job: WCP0571 FileNo.: 0571A040 A. Division of State Pip• & Supply, Inc. REV ffi EPOXY COAT PASSHOLE EXTERIOR -OVER!AP TAPE BEFORE MORTAR COATING I II I I 9•WJDE POL YOLEFIN HEAT-SHRINK SLEEVE; APPLIED IN FJELD 4 1/2" HOLD CM C @ BELL END ' ~HOP WELD 1 ETHYLENE TAPE COATING / CO[D APPLIED PO[Y- 6' HOLD CM C @ SP/GOT END ~-----------------,~ 1 1/2" NOM. 3r EXPOSED TAPE 6" TO CENTERLINE OF HANDHO[E ·I LAP TYPICA! I;,; I j\l 4"WIDE X 1/2' BELL BAND 1' ~ NO TES 1. MATERIALS/MANUFACTURING, ASTM A-53-B & C-205 & ADD'L REQUIREMENTS NOTED HERE: CYLINDERS, 35,000 MIN YIELD HYDROTEST, STRESS .. 75~ OF YIELD RE/NF.WIRE, ASTM A-82 SAND, ASTM C-33 CEMENT, ASTM C-150 TYPE II TAPE, C-214, POLYKEN YG-llf 2. MANUFACTURING TOLERANCES, AWNA C-200 & C-205 & ADD'L REQUIREMENTS NOTED HERE: CYLINDER O.D., :t: 1/8• O'ALL LENGTH, +1" -1/2" LINING THK., :t: 1/16" COATING THK., +1/4" o• TAPE COAT, 80 MILS 3. GRIND All SCORES, WELD SEAMS, AND OTHER PROJECTIONS FLUSH WITH PLATE SURFACE: 3"M/N. FROM CYL.END fl BELL I.D., & 0 SPIGOT O.D. 4. CERT.OF COMPLIANCE AND MATERIAL TEST REPORTS WILL BE PROVIDED UPON COMPLETION OF MFG./TESTING. INSPECTION IS BY WCPL. ~ --+-i; ------,- -- / / / / / / / ' ' ' ' . . ~ ~ . . 5"EX.HVY.1/2 CP[ AND SQUARE HEAD PLUG • • . I b. b. ... ~ ..... • ti. ... • ti. '-'+-+--"-I~~~ -- \\~~ :5 ci -,12· L NOM. Q ci 2" HOLD CML .... .... ~ "t•- ci -: W0.5 WIRE (0.0B0'MINJ - @ 1-1/2' C·C MAX. < 0 z .... LU "' LU !!,, a.. ~ "t" V FIELD WELD .... ~ -- ci ci "" LU Q ~ ~ \J APPROX. FTG. NOM. CYLINDER No. OF llNfNG COATING PIPE BODY ci ci ,._ Q 0 "' LU !!,, a.. ITEM NOTE O DIA. NET. l.D. MAX WRKG PRESSURE CYLINDER 0.D. .,. HYDRO TEST PSI -NOTE 1. CYL. O'ALL LENGTH STD.LAY LENGTH PIECES O THK. THK. O.D. PIPE BELL 0.D. MAXJMUM PULL OFFSET IN 40' WI MAX.PULL APPROX.WT. I 40' JT 1. 280 12' 11.13" 300 12.75' .500" 2,235 40' O" 40.13' 7 5/16' 3/4' 14 1/2' 13 7 /8" 3.4' 13/ 4•1 2' 4" 4,800 LBS NOT, ••· QU NT/TIES SHO N ARE APPR XIMATE, F NAL QTYS. W LL BE DETERA /NED AFTER APPROVE/ LA YOVTS WELD BELL JOINT MORTAR LINED, TAPE & MORTAR COATED .. West Coast Pipe Linings, Inc. 2180 North Locust Av•nuco, Riolto, CoUfornia 92377 Phone:(909)356-5670 Fax:(909)356·4229 A Divi:sion of State Pipe & 51Jpply, Inc. City of Newport Beach for: 12' lido Bridge Crossing ORN. Boucher DATE 17 ·Apr· 03 ~~ ~y: ~ S.O. WCP0571 DWG. 0 5 7 1 - 0 8 0 L-'"'-'-"c.__ ____ ...L.-"--~1 LA YING DIRECTlON .. EN6!NEER TO VERIFY ~TATIOl'b OF ~RID6E WITH 12"'1ATER REf'L..A.Cft..6,IT Pf'E EXl':fflN6 WNDITICN?. NOTE TI-IA.T ?TATION? FOR LA YING DRECTION ELEVA TlONS ARE AT "INV" Pff LENGTHS ARE "NLL" ELEVATIONS ARE AT "I-IV' PIPE LENGTHS ARE "NLL" u:>o f.>U: fft)(6 !:)RAC-I N6f.;, ?1-mN HERECN WERE DETER!vt I NED ';)TA.12~2.00 TO ":>TA. J,4+55.00 LJTIL..IZIN6 P'L..AN'::> DATED M6.Y I '12CI. !1 !1 ~-\ 1 (.j' ~I "' IO" !1 ~~ ~1il., !1 "" ;~: -~I Ii: -~ ;;~" --------- c_.;<11EFERENGE;;;;,,;;;,;;,;;;;..,=;.....,,.,.,r_Dw.6.2 .. "";....4_,_.~ 0J ® ~~ ~; II> O W 'f 0 ".I sl ; ~ ,I al •I f •I gl~ ,Ir 01 d ~ "' ll •1 ~!:; "' <O *I !1 ~ ~I ~I + .., ~I !t 1 ~ -·.-. __: = L,j~'1t 2 -'~ -~~=s3 \ = , I== 0 .~ ~ = = '. 1\5,0 6 7 t \\\ \\\ " f-----CENTERLINE OF LI DO ISLE SRI OGE ---- PLAN VIEW ~ I 11111, ,,i, 111111 .,i, ,, 1 I 1 ,,,i, II ,1,,, ,i, 11 ,1,,, ,i,,,, 1,,, ,i z DRAWN. SCALE 5/8" = 10' ~ ~-----------------'-' .c2."7-c5>_" _O<nO:'_':X'-". 5°'0',0:__" _WA'.'.'.'..:Lc:L_:~:::._:WE"'.c:L-,OE:;0'....."J.,O,,I N.,T"S::_1 _1:_-_:1,_/.,2"_:5:_:T_::A,:B _______________ ----J 29. 00 Sc::,07187 2 19. 88 S=. 00000 ~ . cc <O .... <O g~ ~: ;t~ ,;jN il:,~ ... f.,; :! N VPI 3 39.88 4 5 6 7 39. 88 19. 88 39.88 VPI 0 z w t, 0 z w -4.1106 ON -5. 4510 DN PROFILE West Coast Pipe Linings, Inc. 2180 North Locu•t Avenue, Rialto, Collfornla 92377 Phori•:{909}356-5-670 Fax:(909)35-6·4229 A Divi•for, of Stat• Pip• & Supply, Inc, Lido Isle Bridge 12"Wtr Main Replacement City of Newport Beach .. l'i ~~ ~ 8 ~ ' ~ ~'WA 11:R REf'I..ACEM:NT Pl'E !'IE'.>TGU'F < DOVER tl<l?ecl '?TA. 1+"-00 TO '?TA. 1+51.00 <l1EfERENGE CONlli:AC T D\11'6 7 GI" 'll 12. 75" OD X . 500" WALL VPI -4. 2848 ON 8 ~ i5 ► .. ~ t, 0 z w " I") I() O> ill~ ~ 0 •~ +o tr--::r--- VPI -46.1978 ON R.EV 1: LJI> 9/2.4/03-REVISED ORIENTATION OF HANDHOLE I11--'By_: __ LJ_D_+-D_at_e:_~9 /~0_3~/_0_3_ ~~ By: Ji\ Job: WCP0571 fileNo. 0571A101 J.L'(,ll',..L_ __ __,'-'---'11 (D \NCPL_j) 29' -9. 348" HOI.-D TAPE HOI-D GMC 30' -11. 964" West Coast Pipe Linings, Inc. 2180 North l.o~u,t A venue, Rialto, Colilarnla 92377 Pbone:(909)356-5670 Fc,x:(909}356·4229 A Divishn-1 of Stat• Pip• & Supply, lne. I ' -2. 652" I REV I: !...JD 9/24/O3'REVD ORIENTATION OF HANDHOL.E Lido Isle Bridge 12"Wtr Main Replacemenf Cify of Newport Beach Bill of Materials Item No. Qty. Material Description 1 f Pl PE: f 2. 75" OD X . 500" WALL X 30' -1 f. 375" 2 1 FL 1: 12" AWi/A E-4/1508 SLI P-ON FLG -STD BORE 3 f OT: 5" NOM. HALF CPLG/NR '(RT)) D= 4· 06' CUT ()c= 2· 03' RAD= 31. 875" D = . 229" C = . 162" T.CL. = 31' -o" MARK No. 1 L_,.../ 38" AT P.I. STA 12+89.69 19" CHECK DIMENSIONS LS = 31' -0. 420" ss = 30' -11. 508" Detail Rel. i-100 QI!/) lining and Coatina -Unless Noted or Shown Otherwise Interior 5/16"Cement Mortar per AWWA C-205 Exterior50mil Tape per AWWA C-214 w/3/4"CMC per AWWA C-205 * Indicate, a SHIP LOOSE ITEM Pipe Weight (U.S.lbs) lay length 29. 00' Length Toleronce + 1. 00" - . 25 " Cy! w / l&C 3365 Approx. plus attachment, _By_: __ L_JD_--t-D_at_e:_~9/_0_3~/_0_3_____, ~•~ By: i Job: WCP0571 FileNo. 0571 201 J£--'<"-L>"-----'-'-"II Bill of Materials Item Material Description Detail No. Qty. Rel. 1 1 Pl PE: 12. 75" OD X . 500" WALL X 20' -O" i-100 2 1 AV: 2' NOM. HALF CPLG/NR (TOP) ~ 3 1 OT: 5" NOM. HALF CPLG/NR' (RT)~ OM! 20' -o" 18' -0. 960" g" FTl ~ r ~( FTl (j\ '\ / : I '~\ If WB~ --1 -J W'? ----------- "---_,/ > -~ 11 c:\V MARK No. ~ I 2 LininA and CoalinA -Unless Noted or Shown Otherwise Interior 5L16"Cemenl Mortar eer AWWA C-205 Exterio,50mil Toee eer AWWA C-214 wL3L4"CMC eer AWWA C-205 * Indicates a SHIP LOOSE ITEM Pipe Weight (U.S.Lbs) Lay Length 19. 88' Cyl w/ L&C 2171 REV I: L.JD 9/24/03'REV'D ORIENTATION OF HANDHOL.E length Tolerance+ 1. 00" -• 25 " Approx. plus attachments (D ',f-JCPL)) West Coast Pipe Linings, Inc. Lido Isle Bridge 12"Wtr Main Replacement By: LJD Date: 9/03/03 ~By: Ii\ 2180 North Lo cud A venue, Rlolto, Ca//lornla 92377 Phone:(','09}356-5670 Fox:/909}356-4229 City of Newport Beach Job: WCP0571 FileNo. 0571 202 A Division ol State Pip• & Sr.,pply., tnr;. Bill of Materials Item Material Description Detail No. Qty. Rel. 1 3 Pl PE: 12. 75" OD X . 500" WAI I X 40' -O" G-200 2 3 OT: 5"NOM. HALF CPLG/NR:(RT \ 0/IJ ,..___,, 40' -o" g" FTt ? ~cl\ FTt (I\ _r -t-. I -( c) :/ --~\ Ir·, WB1~ •• ·: we, ------: Jt ~ ~ I MARK Nos. 3 4 6 Linina and Coatina -Unleu Noted or Shown Otherwise Interior 5L16"Cement Mortar eer AWWA C-205 3 PCS REQ'D Exterior50mil Taee eer AWWA C-214 wL3L4"CMC eer AWWA C-205 * Indicates a SHIP LOOSE ITEM Pipe Weight (U.S.lbs) lay len9th 39. 88' Cy! w/ l&C 4342 REV I: !..JD '1/24/03'REVD ORIENTATION OF HANDHOI..E . lan9th Tolerance + 1. 00" - , 25 " Approx. plus attachments West Coast Pipe Linings, ., ~By: Ii\ en \Ill C P \.. _] Inc. Lido Isle Bridge 12"Wtr Main Replacemenl By: LJD Date: 9/03/03 2180 North Locust Avenue, Rialto, California 92377 Phon•:(909)35d-5670 Fox:1909)356 -A22P City of Newport Beach Job: WCP0571 FileNo. 0571 203 --A Divi•ion of Stat• Pip• & S1.1pply, Inc. Bill of Materials Item Material Description Detail No. Qty. R,f, 1 1 Pl PE: 12. 75" OD X . 500" WAIL X 20' -O" i-100 2 1 OT: 5" NOM. HALF CPLG/NR, ( RT) 0/IJ '--'-' 20· -o" g" FTt ~ ~r1) FTt (iJ // - WB?~ 1/ ~ \ '\ I .•. ·:-we, ---~--J r -------- "----[__/ \ IJ'" ~ No. ... MARK "--' I 5 LininR and Cootino -Unless Noted <>r Shown Otherwise Interior 5L16"Cemenl Mortar per AWWA C-205 Extarior50mit Taee eer AWWA C-214 w/_3(_4"CMC per AWWA C-205 * Indicates a SHIP LOOSE ITEM Pipe Weight (U.S.Lbs) lay Length 19. 88' Cyl w/ L&C 2171 0 " - . 25 " Approx. plus attachments REV I: L.JD 9/24/03'REV'D ORIENTATION OF HANDHOL.E. Length Tolerance+ 1. 0 ( n v,J C? ':] West Coast Pipe Linings, Inc. Lido Isle Bridge 12"Wtr Main Replacemenl By: LJD Date: 9/03/03 ,~By: R~v A\ 2180 Nortb Locust A venu•, Rialto, California 92377 Phon•:{909}356-5670 Fox:(909)356-4229 City of Newport Beach Job: WCP0571 FileNo. 0571 204 A o;vision of Stat• Pip• & Supply, Inc. Bill of Materials Item Material Description Detail No. Qty. Rel. 1 1 Pl PE: 12. 75" OD X . 500" WALL X 6' -10. 800" G-100 2 1 FL 1: 12" A'INIA E-4/150JJ SLI P-ON FLG -STD BORE 'fi " -1), 'j\l e· 5' -4. 212" 6 / 2'-0' r FTt \) \ cp ">HOP TACK -r NOM ~ n~ FIEI..D WEL..D /rovw4~ 7 I \ I , ~ !':::, = s· 27' 03" AT P.I. STA 14+51.69 \, rue:.----· FL..6 CUT 0c = 2' 43' 32" ' CTF , ----------- i 1 ~'15-~ 31. 875" ~ 'II'> .._:: 1/JJ RAD= CHECK DIMENSIONS _ -1----k D = . 303" LS = 6' -11. 340" ~ . • . 214" ss = 6'-10.128" C = 4'-'l' T.C.L. = 6' -10. 800" l;?L..D TAPE ;·-o· HC!..DCM& MARK No. 6'-10.728" 7 Linina and Coatina -Unless Noted or Shown Otherwise Interior 5L16"Cement Mortar eer AWWA C-205 Exterior50mil Taee eer AWWA C-214 wL3L4"CMC eer AWWA C-205 * Indicates a SHIP LOOSE ITEM Pipe Weight (U.S.Lbs) lay length 4. 77' Cyl w/ l&C 749 R. length Tolerance+ 1. 00" .. 25 " Approx. plus attachments West Coast Pipe linings, Inc. Lido Isle Bridge 12"Wtr Main Replacement By: LJD Date: 9/03/03 c~:» By: % (D \f,ICPL_] 2180 North Lo cud A v"nue, Rialto, ColiFornlo 92377 Ph,:one:(POP)356·6670 Fo;,ct(90P)356·422P City of Newport Beach Job: WCP0571 FileNo. 0571-205 A C>ivi•ion of Stat• Pip• & Supply, Inc. AT Pl STA 11+34.61 t6.= OJTOc= 4' 17' 05" 2' 08' 33" 31. 875" R,I[) = ~~. cc23"'8".------~ : ==~-:'.1 s~a·=:· == 13'-5.100" 12' -10. 020" West Coast Pipe Linings, Inc. 2180 Norllt Loc111t A v111nue, Rialto, Calilornio 92377 Phon•:(909)356-5670 Fc,x:(909)356-.4229 A Dlvi•ion of Stat• Pip• & Supply, Inc. D ' AT PL STA 11+47.80 t6. = CUTOc= 46' 11' 52" 11' 32' 58" RAO = _ _,,_31'-'-.~87,';5'~' _ 1. 303" ~ : ==~-';';92:r=:== 6, 1/, 0 • ,9_ o'o,, Lido Isle Bridge 12"Wtr Main Replacement Cit of New ort Beach R. Bill of Materials Item No. Qty. Material Description 1 1 Pl PE: 12. 75" OD X . 500" WALL X 25' -11. 700" 2 2 FL1: 12" AWi/A E-4 150 SLIP-ON FLG -STD BORE 3 1 AV: 2"NOM. HALF CPLG NR TOP MARK No. 8 Detail Rel. i-100 ti '!(lj Linin and Coolin -Unless Noted or Shown Otherwise Interior 5/16"Cement Mortar per AWWA C-205 Exterior50mil Tape per AWWA C-214 w/3/4"CMC per AWWA C-205 * Indicates a SHIP LOOSE ITEM lay Length 21. 96' Length Tolerance+ 1. 00" - . 25 " By: LJD Date: 9/03/03 Jab: WCP0571 FileNa. 0571-206 Pipe Weight (U.S.Lbs) Cyl w I L&C 2822 Approx. plus attachments REV 0 FABRICATION AND TES TING NO TES 1. STEEL PLATE SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-36 OR ASTM A-283 GRADE D; 36,000 PSI MIN. YIELD, .25% MAX CARBON. PLATE ITEMS INCLUDE: OUTLET REINFORCEMENT, REDUCER SECTIONS, HARNESS RINGS/GUSSETS, BUTTSRAPS, RING FLANGES, ETC. 2. TESTING OF SPECIAL FITTINGS: A. ELBOWS/GIRTH SEAMS FABRICATED FROM PREVIOUSLY HYDROTESTED CYLINDERS WILL HAVE ALL NEW GIRTH SEAMS TESTED BY THE DYE- PENETRANT METHOD. B. GROOVE WELDS @ PIPE NOZZLES, COUPLINGS AND THREDOLET OUTLETS WILL HAVE ALL NEW WELD SEAMS TESTED BY THE DYE-PENETRANT METHOD. C. WHEN ROLLED PLATE SPECIALS ARE USED, SEAMS SHALL BE TESTED USING DYE-PEN, UNLESS SPECIF/CALLY REQUIRED BY CONTRACT TO BE HYDROTESTED. SUCH CASES, AND THE APPROPRIATE TEST PRESSURE WILL BE INDICATED ON THE APPLICABLE SPOOL/DETAIL DWG. 3. FLANGE NUT AND BOLT SETS ARE NOT PROVIDED BY WEST COAST PIPE. 'BOLTED COUPLINGS, ETC., HARDWARE WILL BE PROVIDED IF INCLUDED BY THE MANUFACTURER. A. NUTS/WA SHERS -NIC B. STUDS/BOLTS -NIC 4. FLANGE GASKETS ARE NOT PROVIDED BY WEST COAST PIPE. 5. PAINTING MATERIALS: (WHERE IND/CA TED ON DETAIL DRAWINGS) A. JOINT ENDS WHICH ARE NOT FINISH COATED AT TIME OF SHIPMENT WILL BE SHOP COATED WHERE NOTED, SEE DWG.02O, NOTE 6. BUTTSTRAPS AND OTHER FIELD WELDED ITEMS WILL BE LEFT BARE, TO BE MORTAR COATED IN FIELD AFTER INSTALLATION. B. EXPOSED FLANGED ENDS (EXCLUDING FACES) & EXTERIOR SURFACES, INSIDE VAULTS, ABOVE GROUND, ETC., WILL BE SHOP PAINTED WITH RED TANK PRIMER: 0.75 TO 3.0 MILS, TNEMEC 10-99, DEVOE 4160, OR EQ. FINISH PAINT SYSTEMS ARE TO BE APPLIED IN FIELD BY CONTRACTOR. C. STEEL SURFACES EXPOSED TO WATER, i.e. PIPE ENDS WHICH HAVE BEEN PREPARED FOR FLEXIBLE OR MECHANICAL CPLGS., INSIDE SURFACE OF BLIND OR REDUCING FLANGES, OR WHERE NOTED ON SPOOL DWGS, WILL BE EPOXY COATED WITH AN NSF APPROVED MATERIAL AS FOLLOWS: -GRIND ALL SEAMS, BURRS, ETC., FLUSH WITH PLATE SURFACE -SANDBLAST PER SSPC SP-10 'NEAR WHITE METAL BLAST• -SHOP COAT HIGH SOLIDS EPOXY PER A WWA C-210, 16 MILS DFT. ·ACCEPTABLE PRODUCTS: TNEMEC 140, DEVOE 233HB. '· West Coast Pipe Linings, Inc. 2180 Nortli l.ot:;11,t Avenue, Riolto, California 92377 Phone:(909)356-5670 Fox:(909)356-4229 A Divil,ion of Stat• Pipe & Supply, Inc. Lido Isle Bridge 12"Wtr Main Replacement City of Newport Beach llf-By'--: __ L_JD_-+D_a_te_: _9....c/_0_3.,_/_0_3___, ~Sy: ~ Job: WCP0571 FileNo. 0571 900 lr-'~'----~-'-'!1 THREADED COUPLING DETAILS tV CLEAN/CHASE THREADS AFTER WELDING, LINING AND COATING EX.HEAVY 1/2 COUPLING SIZE AS NOTED ON SPOOL DWG . • \ •. •• • • • • ► • ' • • • • • • ~ ~~ ~ r-:;---:--:-::--:-:---:--:-::---:--:-..,.....,.-:--·, ~ <I. • • Q. • .... <I. • ► " • .• •• ""\ / // // // // j, ••►••<1• ••••~Q• ••►•·<I••.►~\ I SEAL WELD OR EPOXY PUTTY) I BEFORE EPOXY COATING // // // // // I -EPOXY COAT PER DWG.900, NOTE 5.C. FROM LAST THREAD TO INSIDE EDGE OF LINING THREADED COUPLING NOTE: SEE DWG.·900, NOTE 1 FOR MATERIALS. ,. West Coast Pipe Linings, Inc. 2180 Norlh Locu.st Avenue, Rialto, ColiFornla 92377 Phone:(909)356·5670 Fcix:(909/356·4229 Udo Isle Bridge 12"Wtr Main Replacement City of Newport Beach 11,_By_: __ L_JD_-+-D_a_te_: _9~/_0~3/~0_3_-< ~ By: /4\ Job: WCP0571 FileNo. 0571 905 k.,L.!OCL.L ___ _L,_=--->11 A Division of St&1te Pip• & Suppfy, Inc. 5' MIN.<; 10' MAX. TAPER MORT AR LINING A WAY FROM FLANGE FACE ALL SHOP BUTT- WELDS -SIMILAR t ---u.-•t• = WALL THK.OF PIPE OR FITTING NOTES: I. All DIMENSIONS ARE IN INCHES. WELD NECK FLANGE 2, SEE DWG.900, NOTE 1, FOR FLANGE MATERIAL. REF.SPOOL DWGS, FOR FLANGE DIMENSIONAL SPECS., FLANGES WILL CONFORM TO ANSI 816.5, 1501 AND/OR AWWA C-207, CL.D, ORE AS NOTED. E-4, 150# 'HUB' FLANGES WILL BE USED WHEN ATTACHING TO PIPE HAVING 'STANDARD' OUTSIDE DIAMETERS. D·2,E·5 'RING' FLANGES WILL BE USED WHEN ATTACHING TO 'WATERWORKS' NON-STD. OltTSIDE DIAMETERS. 3. FLANGES SHALL BE FLAT FACED WITH A SERRA TED FINISH OF APPROX, 32 SERRATIONS PER INCH, APPROX. 1/64'DEEP IN EITHER A CONCENTRIC, OR SPIRAL /PHONOGRAPHIC/ PATTERN. NOM.SIZE 4" -12" ... LINING THK. 5/16' 4. HAND APPLIED MORTAR LININGS AND COATINGS ARE TO BE REINFORCED WITH 2 X 4 X 14 GA.MIN, WELDED WIRE MESH. TOLERANCE: +1/88 -,/16• BORE DIA. 'E-4' OR 150# {HUB} ~ 'D-2' OR 'E-5' RING ► FLANGE -NOTE 2 / FLANGE -NOTE /2 SEE 'WELD NECK FLANGE' DETAIL FOR MORTAR LINING TREATMENT FLANGE 0.D. AT END OF PIPE SECTION l FLANGED END DE T. West Coast Pipe Linings, Inc. 2180 North Lor:r.i$t Av•,w•, R.iolto, Collfornia 92.377 Phone:(909)356 ·5670 Fax:(909)356-4229 A Olvl•ion of State Pip• & Supply, Inc. Lido Isle Bridge 12"Wtr Main Replacement Cit of New or! Beach By: LJD Date: 9/03/03 Job: WCP0571 FileNo. 0571-915 R