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HomeMy WebLinkAboutW_5251_S:r: f§rl ~ t:; r? I d ~ J rn W ---1---./J.-_____'.A:'.'.DA:'.'.:'.M:'...S ___'.A'..'.'.VE::_. __,-----t co z 0 t-i'...'.) ~ ~ i :r: LL 0 >-1--u CITY OF COSTA MESA VICl□R:A -INDICATES /JREA SHONN ON LOCATION M/Jf' ~ 0 rn ~ ~ ~ VICINITY MAP NOT TO SCN.£ SYMBOL LEGEND • 0 'd' D P(Nl£R POLE IIANHOLE FIRE HtDRANT IIETER BOX ------0--VALVE PO.VER POI£ ANCHOR IIONUMENT -x-x-x-FENCE 0 CJO .LLL. .LLL ..LLL ..LLL BLOCKWALL TREE SHRUBBER'f ASPHALT PAVEMENT BRICKWAI.J( CONCRETE BU/WING ORANGE COAST COLLEGE ST. EXISTING CONSTRUCT/ON PROPEFITT UN£ NEW OONSTRUCTION ---t_---CENTERUNE ----s----SEWER UN£ ------W-WATER UN£ ---G---GASUNE --E--f'(NIER UN£ -TEL--TELEPHONE UN£ -'V--CABLEVISION UNE -SP --SPRINKLER SYSTEM :0: STREET UGHT ~ TREES AND SHRUBS '.!:-.VJ/. '.WI/. FINISH GRNJE. Underground Service Alert Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG d ~ ,. "' ;, !li ~ BAKER ORANGE CO. FAIRGROUNDS CITY OF IRVINE U.C.I. PUBLIC DEPARTMENT 15TH STREET WATERMAIN REPLACEMENT PROJECT WOlRK§ DIR.ECTOR. lR.C.E. 16791 APPROVED: (' irk--~ EJ~ --~~~~~~~------------------------ { J TI L lI T lI ES MANAGER R.C.E. 25553 I. ABBREVIATIONS APPROVED: DATE: /v\AR.c.t1 14-''''° ACP ASBESTOS CEMENT PIPE MOHD MESA CONSOUDATED WATER B.C. BEGIN CURIE DISTRICT C.B. CATCH BASIN MIN MINIMUM CCI.I crrr OF OOST A MESA M.J. MECHANICAL JOINT CFT CUBIC FEET N NORTH CONG CONCRETE P.C.C. P/.J.JN END Ii. CENTERUNE PE POINT OF COMPO/JND CUWATURE CMSD COST A MESA SANITARY DISTRICT PROP. PROPOSED CNB CITY OF NEWPORT BEACH RT RIGHT OEF DEFLECTION RCP REINFORCED CONCRETE PIPE D.I.P. DUCTILE IRON PIPE RCSCP REINFORCED CONCRETE STEEL DI DUCTILE IRON CYUNDER PIPE DIA DIAMETER s SEWER OR SOIJTH E EAST S.C.E. SOUTHERN CAUFORNIA EDISON ELEC ELECTRIC S.C.G. SOUTHERN CAUFORNIA GAS E.G. END CURIE SD STORM DRNII £.C.R. END CURB RETURN STA WATER UN£ ST AT/ON EXIST. EXISTING STL STREET UGHT F.E. FLANGED END ST.LT. STREET UGHT G GAS ST.STA STREET STATION G.B. GRNJE BREAK TELE TELEPHONE GRND GROUND V.C.P. VITRIFIED CLAY PIPE GT GRIP TIGHT w WATER OR WEST /NV.EL INVERT ELEVATION LT LEFT EMERGENCY TELEPHONE NUMBERS N;ENCY DAYTIME NIGHlTIME SOUTHERN CAUFORNIA GAS COMPANY SOUTHERN CAUFORNJA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (UT/UT/ES DEPT J COUNTY SANIT AT/ON DISTRICTS OF ORANGE COUNTY COMCAST CABLEVISION UNDERGROUND SEW/CE NERT COST A MESA SANITARY DISTRICT CITY OF COST A IIESA MESA CONSOUDATED WATER DISTRICT (ENG DEPT! ATTN, JOHN CARLSON 634-3028 835-5200 25ir4458 644-3011 962-2411 542-6222 (-80tr422-4133 754-5043 754-5043 631-1291 634-3129 800-325-0477 611 644-3111 962-2411 542-6222 754-5043 754-5043 631-1200 MESA CONSOILilDA TED WATER lDISTRICT FIILE NO. MC-1437 DISTRICT ENGINEER-,,.,,-....,--------------,,---- JOHN CARLSON DATE /, 2. J. 4. 5. 6. 7. 8. 9. 10. II. 12. 13 14 ES[GN ENGi lR.C.E. 50292 MCWD ST!WDARD WATER CONSTRUCTION NOTES EI/G/NEER/1/G FUJI CHECK/INSPECTION FEE ANO PERFORMANCE GUNlANTEE BONO SHALL BE PNO N/0 APPUCATIONIPERMIT /AP J COMPLETED fff THE APPUCANT PRIOR TO THE APPR(J(AL OF THE PLANS ANO /SSUNICE OF THE AP. FEES SHALL BE IN NXOROANCE WITH DISTRICT RlirES AND DEPOSIT SCHEDULE. OEVElJJPMENT IMPACT FEES SHALL BE COL1£CTEO ff( THE DISTRICT AT THE TIME OTHER FEES ARE COL1£CTED PRIOR TO APPR(J(N._ OF PLANS OR SEW/CE MREEMENT, WHICHEVER IS FIRST. THIS FEE SHA/.1 BE IN ACCORONICE wrrH DISTRICT RATES N/0 DEPOSIT SCHEDULE, WATER MAfNS WILL BE INSTAI.J.£0 ACCORDING TO THE LATEST STNIONlOS /WO SPECIFICATIONS OF THE MC/10. CONTRICTOR TO HAVE, ON THE JOB SITE, A COPY OF THE LATEST ST NIOARD SPECIFICATIONS AT A/.1 TIMES. CONTRICTOR TO NUT/FY M/)/10 48 HOURS PRIOR TO CONSTRUCT/ON /PHONE: 714-6J/-/29/-INSPECTION DEPARTMENT!. SEPNlATION BETWEEN SANITARY SEWER N/0 WATER /,INNS WILL BE 10' HORIZ- ONTN._ AND fVERTICAL SEW/CE LATERAlS WILL BE SET TO GRNJE fff CONTRACTOR PRIOR TO THE INSTN..LATI0/1 OF WATER MITERS ANO BOXES (PER M/)1/D's STANDNlO OR,1,11'/NGS 1,2,&3). WATER MITER WILL NUT BE INSTAI.J.ED NOR WATER TURI/ED ON UNTIL THE BICKFLCN/ DEYICES REOUIRED FOR THE BUILDING NID IRRIGATION SYSTEMS HAVE BEEN INSTf,JJ__EDJESTED, APPROIED, NID CERTIFIED. CONT/CT WATER WAffTY AT 714-514-/031. PROTECT EXIST/1/G IJT(IJT/ES IN PUCE. WATER MN/IS WILL HAVE 42' MIii/MUM WIER TO FINISH GRMJE. RAfSE EXISTING WATER VAIJIE CO{ERS TO GRNJE. (PER MC/ID STANOI-RD [NIG /4). INSTALL FIRE HYDRANT PER M/)/10 STANDI-RD VNG 4 OR 4B. INST ALL BLIJN-OFF PER MCWD ST ANDI-RO ORI/HING 9. WATER MAfl/S WILL BE TESTED AT 225 PSI FOR FOUR HOURS. ·~J,SO~~t:.l"' p 6/30/97 BASIS OF BEAR.ING§: BASED ON AN INVERSE BETWEEN O.C.E.M.A. G.P .5. POINTS 6263 ANO 6264 LOCATED AT 15TH & CATALINA ANO 15TH & tRVINE AVENUE RESPECTIVELY BEING 5 49"20'31' E 15. BICKFILL MATER/N._ IN PIPE ZONE WILL HAVE A SN/0 EQUIVALENT OF 30 OR GREATER. /6 THE BICKFILL ABO(£ THE PIPE ZONE WILL BE COMPACTED PER MfJ/1D STANDNlD ORM/NG 18, AND BE IN COMPUNICE WITH CCM ST IWDNlD OR/WING 813. 17 CHIP 2' W' IN CURB FN:E TO IDENTIFY WATER SEW/CE LOCATION. 18 INSTALL THRUST OR GRAVITY BLOCKS PER MfJ/1D DISTRICT STIWDARD VNG II !WO 12. 19 CONTRICTOR TO VERIFY DEPTH AND LOCATION OF ALL lff/lJT/ES PRIOR TO TRENCHING. 20 CONTRACTOR TO INSTA/.1 TEMPORAi?( T/1PS FOR TESTING AND CHI.OR/NATION PRIOR TO COI/NECTING TO EXISTING MAfNS. 21 CONTRICTOR TO RETURN ALL MATER/N._ REM(J(ED TO MfJI/D YNlD, EXCEPT ICP, BROKEN CONCRETE, MD NATIVE SOIL • 22 WATER METERS AND BOXES TO BE INSTALL ff( MCWD Bl1T PAfD FOR fff OTHERS. 23 A REDUCED PRESSURE PRINCIPLE ASSEMBLY WILL BE REQUIRED ON M WATER METERED SER/ICES TO NIY CONDOMINIUM UNfr (](ER TWO STORIES OR FIVE OR MORE UNfrS ON ONE METERED SEW/CE. CONTACT WATER 0/JAffTY AT 714-514-1031. 24 IRRIGATION METERS WILL REQUIRE A REDUCED PRESSURE PRINCIPLE ASSEMBLY. 25 IN LANDSC/if'EO I-REA NO TREES SHAI..L BE LOCATED IN MC/ID EASEMENT OR WITHIN 7 g OF /WY MC,'/D F N:IUTY. A REDUCED PRESSURE PR/1/CIPLE ASSEMBJ:f WILL BE REQUIRED ON METERED WATER SERVICES TO ALL INDUSTR/N._ BUILDINGS. 2.1 A DOUBLE CHECK DETECTOR ASSEMBLY WILL BE REO/JIRED ON FIRE UNE SER/ICES. 2B FIREUNE SERVICES SHAU. NOT BE TURNED ON UNTIL THE DISTRICT ENGINEER/NG DEPARTMENT HAS RECEIVED A LETTER FROM THE ONNER, OR HIS /!IHHOR/ZEO MENT, REQUESTING rr NID ST AT/1/G THAT THE PWMBING IS R£f,[J( FOR THE FIREUNE TO BE TURI/ED ON. THE LETTER MUST N._SO CONT AfN THE M/)1/0 FIL£ NUMBER, SIZE NID SER/N._ NUMBER OF DEVICE, AND JOB AfJDRESS. I REVISED PER POTHOLE INFORMATION APPROVED £ REVISE 16" STEEL PIPE TO 24"STEEL PIPE DATE BY DESCRIPTION APP'D DESIGNED DRAWN J_ LOACUE S. PATTINSON REVISIONS CHECKED DATE J. MORENO 7125/9S CITY OF NEWPORT BE/CH GENERAL NOTES I. THE CONSTRUr:TION OF ALL PUBUC IMPROIEMENTS SHALL CONFORM TO THE REQUIREMENTS OF THE NEWPORT BEN:H CONSTRLJCr/ON STNIDARD5, STNIDARD SPEC/N._ PROIIS/ONS,DES/GN CRITERIASTANDARD DRAWINGS AND THE 'STANDARD SPECIFICATIONS FOR Pl/BUC WORKS CONSTRUCT/ON', 1994 EDITION ANO SUPPLEMENTS. 2. ST AT/ON/NG REFERS TO CENT £RUNE OF PIPEUNE. 3. EXISTING UNDERGROUND /ff/UT/ES ME SHCN/N AS PER AVA/LAB/.£ RECORDS. THE CONTRN:rOR SHALL BE RESPONSIBLE FOR VERIFYING THE N:rUN._ LOCATION AND ElE\IAT/ON IN THE FIELD PRIOR TO BEGINNING CONSTRUIT/ON OF THE NEW F IC/IJT/ES. 4. CURB DATA REFE.~S TO F ICE OF CURB. 5_ M EXPOSED CONCRETE SURFN:ES SHAf.1_ CONFORM Ill GRMJE,COLDR AND FINISH TO ALL NJJO/NING CURBS AND WAI.J(S. 6. ALL UNDERGROIJND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREET NIO DRNEWAYS. 7. PAVEMENT SECTIONS SHO/IN ARE MIN/MUii AND SUBJECT TO REVISION ANO APPROVN._ OF THE CITY AS REQIJ/RED B( SOIL TESTS TAKEN AFTER COMPLETION OF ROUGH GRAfJ/NG. 8. SEWER.WATER AND STORM DRAfll DISTANCES SHONN Ill PROFILE AND IN ESTIMATED QUANTITIES NIE HOR/ZONTN._ DISTANCES, 9. THE CONTRACTOR SHALL REG/JEST INSPECTION FROM THE PUBUC WORKS DEPARTMENT 48 HOURS IN AWANCE OF PERFORIIING ANY WORK AT 644- 3311. THE PUBUC WORKS DEPARTMENT INSPECTOR SHALL NSO BE NOTIFIED AFTER PUCEMENT OF FORMS AND PRIOR TO PL/CEMENT OF /WY CONCRETE FOR CURB & GUTTER SO THAT THE FORMS CNI BE CHECKED FOR UNE AND GRNJE AND COMPI-RABIUTY WITH EXISTING CONSTRUr:T/011. 10. THE WAUS MD FN:E OF A/.1 EXCAVATIONS GREATER THAN 151 FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED fff A S/108/NG SYSTEM; SlJJP/NG OF THE GROUND OR OTHER EQUNALENT MEMS. TRENCHES OR EXCAVATIONS LESS THAN FNE 15) FEIT IN DEPTH SHALL />l.SO BE GUI-RDEO WHEN EXf,J,//1/.AT!ON INDICATED THAT HAZ/.R[)/)/JS GROUND M(N£MENT Mil¥ BE EXPECTED. II. THE CONTRICTORrS!SHA/.1 OElTNN A PERl.llT' TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN 1//)_ 10 ABCNE FRO/I CN._ -OSHA 12. A/.1 STORM ORN/I.SEWER NID WATER PIPE SHAf.1_ BE BEDDED PER CITY OF NE'IIPORT BE/CH ST D-106-L IJ. DUCT/IE IRON PIPE SHALL BE CLASS 52 NIO SHALL HAVE AN 8 11/L LOOSE PO/YET HYLE NE ENCASEMENT AS PER SEIT/ON 2fff-9E2 OF THE ST MDI-RD SPECIFICATIONS. 14. 15. THRUST BLOCKS SHALL BE INSTf,JJ__ED ON A/.1 WATER MAfN FITTINGS IN ICCORDANCE WITH CITY OF NEWPORT BE/CH STD-510-L UNLESS OTHEFr-11/SE SHONN ON THE DRIWIIIGS WATER MAfNS SHALL HNE A MIN/IIUM OF J(J OF WIER FROM SUBGF/NJE.. 16. ALL CONCRETE SHALL BE 560-<:-3250. 17. 18. 19. 20. SLOPE ANCHORS SHAf.1_ BE PROIIDED ON ALL UNES IN NXORO WITH CITY OF NEWPORT BEN:H STD-314-L THE CONTRN:rOR SHALL N(ff/FY THE FIRE DEPI-RTMENT 48 HOURS Ill AlNANCE OF SH/JTT/NG OFF ANY FIRE HYDRNffS AT 644-3/06. THE FIRE DEPI-RTMENT SHA/.1 BE NUTIFIEO 48 HOURS IN 1'IJIAIICE OF ALL LANE CLOSURES. ALL FLANGED PIPE JOINTS SHA/.1 BE JOINED lff/UZING TYPE 316 STAfNLESS STEEL N/J'TS, Wl'SHERS NID HEX-HENJ BOLTS, Gl'SKETS SHALL BE FULL-FICED,CLOTH REINFORCED BUNA-N RUBBER. 21. Fl£X AND TRNISITION COUPUNGS USED TO JOIN PIPE IN WATER MAfN CONSTRUCT/ON SHALL HNE A/.1 THREA1)£0 PARTS AND JOINING Hf-R[NIARE FABRICATED FROM TYPE 316 STAfNLESS STEEL PIPE HNlNESS ASSEMBUES, VNYE ANO FITTING RESTRAfNTS AND SHN:Kl£-CI.PNP ASSEMBUES SHALL BE JOINED UTIUZING TYPE 3/6 STNNl£SS STEEL ALL-THRENJ ROD, N/J'TS, BOIJS NID WASHERS. Cl.MIPS, SHN:Kl£S AND OTHER HARVNNlE Mil¥ BE CARBON STEEL OR OUIT/LE IRON WHERE APPROPRIATE,Btrr MUST BE COATED UBERALLY WffH CORROSION PR!JTECTIVE MASTIC COMPOUND. 22. BOLTED CONNECTORS FABRICATED FROM TYPE 316 STNNLESS STEEL SHAf.1_ HAVE THREADED PARTS COATED UBERN..LY WITH 1W APPRCNED ANTI-SEIZE COMPOUND. 23. ALL BOLTED /WO THREMJED FASTENERS SHA/.1 BE MNIUFACTURED IN THE UNITED STATES OF !-MERICA AND SHALL CONFORM TO THE MINIMUM REOUIREMENTS FOR STREIIGTH,MATER/N._ CONSTRUCTION NID DIMENSION AS EST MUSHED ff( THE ASTM MD THE ANSI SPECIFICATIONS. A/.1 FASTENERS SHA/.1 BE ACCOMPANIED E!( WRITTEN CEFrr/F/CAT/ON FROM THE MANUFN:TURER STATING COMPUANCE WITH THE APPROPRIATE SPECIFICATIONS. 24. ALL MECHANICAL JO/lfT FITTINGS SHA/.1 HNE RETAfNER GUJ/DS. BENCHMARKS: O.CB.M. CM 25 77 ELEV. 93.366 Al)J l'J16 IN THE SOJJrH PART OF THE INTERSECTION OF SIWT A ANA AVENUE AND 15TH STREET;42 FEET SO/JTHWEST OF THE CENTERUNE OF 15TH STREET,28.J FEEr S0/J'THEAST OF THE CE/fTERUNE OF SANTA ANA AVENUE, 1.4 FEET B/>CK OF CURB FICE, /0.7 FEET SOUTHWEST OF THE SOJJrHWEST END OF THE SOJJrH CURB RErURN, IN THE TOP OF A CONCRETE POST,ONE INCH HIGHER THAN THE CURB. rJ£i±M. NB 5 t'f!. 7fJ El:Dl. H8.'4/i' N,:J >'9r6 - JN 7i'1E 1VBFFRM£Sf P-AffF or "fNE ll!1=£R,5f:€FF/fJI/ 9f A~lfA A'l-Ef;&-[ NIB l5ffl SfflEET, 3£ rca EA..T 0F TN£ CEIFFERl:JN£ -er MOl{RfNlA.Z' FEU N8RTII 0F THE eEffFERtllt'E W f6fN. IN THE Te? or TH£ S8f:ff-JNl£Sf ceRNER 8F A C6NCREFE st.N3. ID/EL WIT/-/ ~S/0£.WAtk C-2651 ... ~ KIi 15TH STREET WATERMAIN REPLACEMENT PROJECT -... CONSULTING ENGINEERS GENERAL NOTES, VICINITY MAPS, ANO ABBR EVIA TIO NS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5251-S SHEET I OF 16 " m 0 " s 0 m -" -~ s z C C < il; u '-' ' i n " ~ n 0 m " m ' z ', ~ ~ 0 n z ►~-- - 0 I s ~ \; z I 0 ( r 0 C, 'i 0 D < "O < 0 D = "l < B ( z < ( 'o < < z E m \; [ C ~ 0 " z ,; ~ r '" z ~ 0 C 5 ] n ~ 0 D ~ < D ~ .::: 0 G' z 0 14P J\ IE' TEE (FE A FEJ ®-16" CLASS 150 (FE X FE) BUTTERFLY VALVE WITH VALVE BOX CONSTRUCTION 0-CONSTRUCT THRUST BLOCK PER CITY OF NEWPORT BEACH AND RISER PER CITY OF NEWPORT BEACH STD-510-L AND STD-51/-L ®-/6" CLASS 150 (FE x MJ) BUTTERFLY VALVE WITH VALVE BOX STD-510-L 0---t2" !FE x MJJ ADAPTER AND RISER PER M.C.W.D. STD. DWG. 14 ®-8", 9/Y ELBOW !FE x FE) 0--12" DR/4 PVC C-900 PIPE PER CITY OF NEWPORT BEACH ®-12' X 8" (MJ x MJ) TEE STD-/06-L ffi= ;~~ ~~::!L :a:~:c:l~~EL FY,°E (LOIGT/1 ®-12" x 8" ECCENTRIC REDUCER !MJ x MJJ 5t 011; ®-2' COMBINATION AIR RELEASE AND VACUUM VALVE ASSEMBLY PER CITY OF NEWPORT BEACH STD-515-L 0-3' x 3' DIAMOND PLATE, GALVANIZED STEEL, SPRING ASSISTED, HINGED. LOCKING COVER. ®-8" PVC SCH BO. VENT PIPING WITH LONG RADIUS BENDS ©--12' CLASS 150 (FE x MJ) BUTTERFLY VALVE WITH VALVE BOX ~ 10' x 1-21 PAUJAS7=-COP/GAGE 1,S4UII 7=-AAF+IG AA7=-ED !B,'tF/47=-UB 7=-YPE! AND RISER PER CITY OF NEWPORT BEACH STD-508-L. STD-510-L-C AND STD-5//-L 60 30" 45· ELBOW (MJ x MJ) 0 ® 3611 x £:4P ECCENTRIC REDUCER (FE x FO 30" CLASS 53 D. /. P. (FE x PEJ ® @ 3611 90' ELBOW ( Md J< M-J, JO"CLASS 54 D.I.P. (FE x S/10/JLDERED ENDJ ®-36" !FE x MJJ ADAPTER ® 30"CtA9S 54 D.I.P~ (PE x Sf/OULDERED £Nm @--24" !FE x MJ) ADAPTER @ JO" ~ 36" ACeESS ' '-AfC' ' e' 'E n 'EeE ' ""6EB S" "I" 'e -ASS 'S"F-EB .......................... ..,...._,_ ___ , ,---..., r ...... ,it--n-,____,_, 11nv,___,_+--<. , , ...... ,,..,,,___ --,____,_____,-..._,_,. @-24" CLASS 52 DUCTILE IRON PIPE PER CITY OF NEWPORT DlAMOND PLATE, GAL\/ANI.ZED STEEL TR-AFFl€ R-ATED ® BEACH STD-106-L 4811 tilA MAAl.#91=.E-FRAM€: AN9 G9V-E-R, A1=.!=IAMBRA FOOAl£)R'f. GG. NG. 0----24" x 16' TEE !FE x FE) A /5/5 OR APPROI/ED EQi:JAL. CENTER MAN/ /OLE G/-ER VALVE @ ©-24" x /6' ECCENTRIC REDUCER !FE x FEJ 3G'V1CT'Ul'C cou □L'''C STYLE 41 ,-,:11 r,n, ® 30' GLASS '§9 (CE ii /;Cfl 81:J-7=-7=-E'<:CL'i-1'AL'1E 'I & " 1'AL'1E CO ®-/6" CLASS 150 !FE x MJ) BUTTERFLY VALVE WITH VALVE BOX t I 1 .1 , I P-V , t~ 'ft ~ -~ STYLE 1450 \¥/TH LH,l-lmROl:JE OPER-At=-OR 9R APPR9VED EQUAL AND RISER PER CITY OF NEWPORT BEACH STD-508-L, @-STAR TIE ANCHOR /// JOINT RESTRAINER, FIG NO SIB AS STD-5/0-L-C AND STD-511-L (j})-16' CLASS 52 DUCTILE IRON PIPE PER CITY OF NEWPORT MANUFACTURED BY STAR NATIONAL PRODUCTS OR APPROVED EQUAL BEACH STD-/06-L ® @--24" x %" WALL CML&C STEEL PIPE !LENGTH • 5'-0') 30'1 5-LEEVE TYPE GOld-P-lfNG ®-12' DIA SUMP WITH CAST IRON GRATE AND FRAME, ALHAMBRA (ii)-12", 90' ELBOW ( MJ x MJJ FOUNDRY CO NO A-2020 OR APPROVED EQUAL @-24" x 24" TEE (FE x FE) ®-WALL MOUNTED STEEL LADDER PER CITY OF NEWPORT BEACH ® STD-530-L 36" CLASS 52. DUCf'LE 'C/£1'' nine 0 E"I C'fl' ec: ''B'me"lf r !IN ,,, , , r , ,r nr , & PVC VENT STACKS ARMORCAST OR EQUAL WITH 3'x3'CONCRETE PAD BE-Aell STD /06 L @-12",ll¼'ELBOW (FE x FE) @ PIPE SIJPP9R7=-PER DE7=-A1L ~ @-a',9/YELBOW /MJ x MJJ ®-CRUSHED ROCK BASE MATERIAL !/2" THICK MINJ @-12" PRESSURE REDUCING VALVE @ REM(NE GL'RB. CUt=-7=-ER AflD 5/DEWAL/{ CONS7=-RlfG7=-W."'IEEL @-1z CLASS 53. DUCTILE IRON SPOOL PIECE !FE x PE) Cl /-AIR RAMP PER C!n1 OF COSTA MESA STANDARD DR~f//lt/G ,, ~'6 NG. 9 @) COlvSfRUCT Th'RtfST BtOCK PER C-in" OF NEWPORT' BEACI/ (fir-REMOVE AND REPLACE EXISTING CURB AND GUTTER TO NEAREST STD /Ci6 L (SEE f-ABLE T///5 5//EET! JOINT. RESTORE EXISTING LANDSCAPING TO ORIGINAL CONDITION @--12" SIEEVE TYPE COUPLING @)-8" CLASS 150 !MJ x MJ) RESILIENT WEDGE GATE VALVE WITH @-12" x 8' ECCENTRIC REDUCER !FE x FEJ VALVE BOX AND RISER PER CITY OF NEWPORT BEACH STD-508-L. STD-5/0-L-C AND STD-511-L @-12" CLASS 52, DUCTILE IRON SPOOL PIECE !PE x PE) @-8" (PVC x AC MOA! TRANSITION COUPLING !CONTRACTOR TO FIEW @-"LINK-SEAL" OR EQUAL VERIFY DIMENSIONS OF EXISTING ACP) @ 4" Gtt'/8"'~7=-1911 •''<: 'IELE'SE '"D "~Gb'/J'I '"L''E '55E'IBL¥- ®-PRESSURE GAGE ASSEMBLY i.~ft, Fiif hlF F h HI~ \P717 t. ,17 \P h ~• @) 811 VGP SEY/ER PER CITY OF NEWPORT 8£:AGl=I STD /06 L @-8' !FE x MJ) ADAPTER ® 4' 91AM-€:TE:R 5T-ANfJAR9 M-ANl=l-01:.E l;;;·ER GIT'/-(;JF. N~WP8FfF· 8€:AG/:4 @-6' x /0' PRECAST CONCRETE VAULT !BATHTUB TYPE) 5H3 l/01 L. co::st=-FIUG:r-M-ANI leLE e','ER E:x-lSFING 8' l'B0 SEWER. ®-6' x 10' DIAMOND PLATE GALVANIZED STEEL. SPRING ASSISTED, "IE"O"t:: ee"~L'eT'''B ne"lf'0"S oc B('ST'''G SB"E'? A"D nt±fG rmv ~r r~,,r ~, ,~11r1r1rrn 1 CUT DID WIT/I CONCRETE HINGED, TWO PIECE, LOCKING COVER @ €/ s-€:WE:R b.,~ltFl1~ GON-N-ECT/9,\1 io.ER GFFf' fJF. NE:WP9R"F-BEAGH ®-8' DR/4 PVC C-900 PIPE PER CITY OF NEWPORT BEACH STD l/05 L. REGGNNEG:r-7=-G Ei!IS'f-,WG HeUSE CONNEG:r-lGN. COWf STD-106-L R-ACTOR Sf I-ALL COORDINATE REMOr/AL AND REPLACEMENT OF LATEJ:/A/:. ''"T'' G'TY er ''EW"GJ:/7=-BEA€'' @-REMOVE AND REPLACE EXISTING SIDEWALK CURB, AND GUTTER , rn , 1 r r n r , r, @--CONSTRUCT FIRE HYDRANT ASSEMBLY PER CITY OF NEWPORT TO NEAREST JOINT. THE ENTIRE PARKWAY WIDTH BEACH STD-500-L. ®-REMOVE AND RECONSTRUCT EXISTING CROSS GUTTER AND @ SPANDREL PER CNB STD'S 36'' x 30' EGCENt=-RiG REDUCER !FE x FE) @-8" PRESSURE REDUCING VALVE @ 36' GLASS §3, DUG7=-lbE IRON PIPE SPGOL (FE x FE) @-8" CLASS 53, DUCTILE IRON SPOOL PIECE !FE x PE) @ 36' '' v,,-ELBOI'' (CE r "E' (/ ( I \ iJ & 8" CLASS 53, DUCTILE IRON SPOOL PIECE !FE x PE) ® JG' 9G'ELB0111 (rE " rEI , IF AF; (jj)-8" SLEEVE TYPE COUPLING @ D!JUBLE CHES!< 9ITEG7=-GA 8/CKFL0,\1 PRE>/EATER ASSEMBL'i- nEJ:/ e•n< er ''El"nOJ:/7=-BEAG'' 57=-D 5'i" L @ r I r r nrr , r, , 39" GbASS §2 DUCTILE IRON PIPE PER Glt=-¥-g,,;c C95TA MESA @-EXISTING M.C.W.D. A.G. PIPE SHALL BE REPLACED WITH CLASS STAND-ARB DR-AWING 8/3 @-8" CLASS 52, DUCTILE IRON SPOOL PIECE (PE x PE) 150 AWWA C-900 P.V.C. PIPE (WHITE) OF THE SAME DIAMETER AS THE EXISTING A.G. PIPE. LIMITS SHALL BE TO THE NEAREST 8-30' x 12' TEE D. I. P. (MS x FE) OR STEEL !PE x FE) JOINT ON EACH SIDE OF TRENCH. COUPLING ADAPTERS FROM A.G. TO P.V.C. SHALL BE SMITH-BLAIR STYLE 411 WITH STAIN- @-8" CLASS 150 !FE x MJ! RESILIENT WEDGE GATE VALVE WITH IESS STEEL NUTS AND BOLTS PER M.C.W.D. STANDARD SPEC/- FICATIONS SECTION 7-09. CONTRACTOR SHALL PERFORM ALL VALVE BOX AND RISER PER CITY OF NEWPORT BEACH NOTIFICATIONS FOR SHUT DOWNS AND DISTRICT SHALL PROVIDE STD-508-L. STD-5/0-L-C AND STD-51 /-L SHUT DOWN TAGS. M.C.W.D. WILL MAKE ALL SHUT DOWNS FOR ©-PIPE SUPPORT PER CITY OF NEWPORT BEACH STD-522-L THE CONTRACTOR @) @--6' x 8' PRECAST CONCRETE VAULT (BATHTUB TYPE) BELt. eR Si'','&ffF END Te M-M-eft d9/Nf BF E'J(f5TfNG REtMCfJReEB CONCRETE STEEL GYLINDER PiPE (CONTR-AETOR m FIELD V£RfFY @-6' x 8' DIAMOND PLATE GALVANIZED STEEL. SPRING ASSISTED, Dff.n"ENS!Ol./5 OF EX!STf-N& PIPO ®-30" II¼· ELBOW HINGED, TWO PIECE, LOCKING COVER @ 36" 99° ELBOW (Md X Md) @ 3611 f!.-£ 7~ 0 ELBOW (FE X FEJ @-/6" STEEL SPOOL !FE X PE! @ RECONSTRl:JCT EX/STfNG CONCRETE DR/Ji/EWA¥ PER C/TY OF NEWPORT BEACH St=-D 16 4 L @-12" !PVC X AC MOA) TRANSITION COUPLING (CONTRACTOR TO FIELD @) 2.4" X 8' "TEE (FE X FE! VERIFY DIMENSIONS OF EXISTING A.C.P.J NOTES @ '4" '~E ~ ') AOAPTE'? ®--8" PVC DR/4 C900 PIPE PER CITY OF NEWPORT BEACH STD-/05-L / II A I iT I @-/2" CLASS 52 oucrttE fRON PIPE PER Clf)' OF COSTA MES-A AND STD-/06-L STANDARD ~I/ING 813 ®-16", I¼' ELBOW !FE X FE) @ 36' X 36" TIT tFE X FE! ®-24'' CLASS 53 FE x PE SPOOL !CONTRACTOR TO FIELD DETERMINE @-24" I I¼' ELBOW !FE x FE! IENGTHJ ® 6" GL'SS ,5g fC£ 'I 'I 'I r:/ES'/::1-E"t=-'l'Ef!GE 8-/,;FE 'LAL11E 11"7=-" 'LAL'1E @-24" x 24"TEE !FE x FEJ i"'I , , ; ti rn , t -,'" 1 9 ; tt rr ,. ~ B!YX AND Rl5ER PER GITY 9F NDl'POF/7=-BEACH St=-D 598 L. sm 5/0 L G 8 :e.' ee~~E"I ~-~E l+HD STD §I I L rr I n1 @) @ 8'' ;r 6' ECCENTA/C REDUCER !FE x FEJ E." WATER SERVICE PER CFF)' OF NEWPORf DEAC// sro 503 L g= 24" x z'4' CROSS (FE x FO @--/6" CLASS 53 DUCTILE IRON SPOOL !FE x PE) @ 8'' x 8" 7=-EE (FE x FE) 147 8' MJ CAP @ @ 8'' x 2" 57=-AINLESS St=-EEL SERVICE SADDLE Sl,07=-H BLAJR STYLE 372 E.4" x 8' ECCENTRIC REOOCER (FE x FEJ @-8' x 6' TEE !FE x FE) OR EQUAL @-30" FULL WRAP WELDED STEEL SLEEVE WITH 12' WELDED STEEL NOZZLE AND FLANGE ~ 30" x ¼" WALL STEEL PIPE TO 30" CLASS 52 DIP TRANSITION COUPLING @;-t2"CLASS /50 !FE x MJJTAPPING VALVE WITH VALVE BOX AND RISER PER @ l(l P'v'C Dflt4 C 9/JO PIPE PEfl A1Cv~t) 3TD DWG 18 CITY OF NEWPORT BEACH STD-508-L. STD-510-L-C, AND STD-51 /-L @-12' CLASS /50 !FE X GT) RESILIENT SEAT GATE VALVE @-6' x 6' DIAMOND PLATE.GALVANIZED STEEL. SPRING ASSISTED, HINGED, BOX AND RISER PER M.C.W.D. STD DWG N0./4 TWO PIECE LOCKING COVER. TRAFFIC RATED ((j}--12' 22 ½'ELBOW !FE x MJJ @)-/6" x 12" CROSS !FE x FE) @J '2" BLfJv" a~~ ASSE"BL'' @-/6" x 12" TEE (MJ x FE) If FF Iv, I @ '2" 45'EtBOI" '"' "'! 'E-X#/'F DE~tECf''O"' 40''8'00"! co·· @-/6" SOLID SLEEVE !MJ x MJJ 1------.. , t If", ',J ~ 111, ~--t _ ____,........._ --r----r-,-r; --,-............................... rv f R-AeTeR SIIN± PUU .}0,'NfS -A5 REOUiRED. M-AX. PutL /.s· @)--/6" DR /8 PVC C9O5 PIPE @ 3fJ'45'EtB(f,'' 'V' ,. '! 'E-X-ACT BE~tEE:f'O" 48'47''08'! teNfflACTfJR --•w ( nv i ,vr.r t ,-, rv vii)-/6" ,9/Y ELBCNV (MJ x MJ) Sf/N:.± PULL JO/NfS ON Elf/lER SfDE OF ELBOW TO MAKE CORRECf 8Er/::Ee=F 1tt'1 1 'A" n/it± ,.s~ r ,n. 1✓1A. 1 ©-/6" x 12' ECCENTRIC REDUCER (MJ x MJ! @ '4" ST-EEL D • f"?-AI'3'T'tl' COtfPt'"G I A J. ~,f I IN nv @-16" .!FE x MJJ ADAPTER @ 14" CtA33 52 DtfCTttE /fl(JN P/PE PER ctn· tlF NEWPfJflT BE-ACH STD /06L @ Je' Gbll&& §2 fl/JG+:-'bf :...iGJ" 010ec 0 fr;i Gi+:-'1-g.c-GQ&+:-' 'lf&A @-24'' STEEL x DI TRANSITION COUPLING i • , ,, rY Ft, , , r ~ 74 t,, , , STAN-DARB DR,4/.1'-/-NO 813 @-12" CLASS 52 DUCTILE IRON PIPE PER CITY NEWPORT BEACH i 24".ll¼'ELBOW (MJ x MJJ STD-106-L 12",II¼' ELBOW !MJ x MJ! @-12" CLASS 150 (FE x FE! BUTTERFLY VALVE WITH VALVE BOX AND @-24",ll¼'ELBOW !FE x FE) RISER PER CITY OF NEWPORT BEACH STD-508-L, STD-510-L-C AND STD-511-L @ flcM(J\iE E'7,'/s'filvt5 Alff ffEtcA~ \7'At\7'E ff'lAiv'Ff(Jtc. CrJlvs,fl.tfC'f f' (iji)-1zrwo WAY METER WITH FORWARD AND REVERSE INDICATOR/TOTAL-COMfJIN-/fF/ON -AIR RELE-A5E ANB 'v'ACUlJM VAL.VE ASSEMBt:( PER CITY IZER INDICATION IN GPM AND TOTALIZATION IN HUNDRED CUBIC FEET e,c NEWPORf DEACI I STD 515 L @ & l2"CLASS 53 D.I.P. :Jfj' I re X MJJ ADAPITfl. @ @ ©-BOND ALL JOINTS PER DETAIL t4" CL7'>33 52 DUCTILE lfl(JN PIPE PEfi: Cff)' (Jf' CrJ:STA MD-A 3rAMDMD fYIA'l"''O 8'3 I Niv I @-12" VICT AULIC COUPLING, STYLE 44 @)-12" SOLID SLEEVE (MJ x MJ) i 6' x 6' PRECAST CONCRETE VAULT TRAFFIC RATED (BATHTUB TYPE! @) Tfl/Pt.E B-ALE If/Bi, 5Effv~CE 3-ABBLE '1WTI i ~~ " (Jtf'ftET -AND 2" ;: 2 7~" ELECTROLYSIS TEST ST AT/ON INSULAT/1,'0 BUSI h'NG, SMIT/! BL-AIR 5T)4.E 366 OR EOOAL @ ~ 12",9/Y ELBOW (FE x FE) 2' BrlfJJVZE ftAtt 'v'Atvf l'ffto >< ff![)') ® ¾",3/6 SS ALL THREAD TIE BOLTS /8 REQUIRED! 2' Bfl-AS:S Nlf'f'LE @ @ 2" Bfl-A33 ~a• UB(J(( (fflD x THBJ 36' SLEE,'E n' PE ee/JPUIIG @ @ 2." 1THD x SrJWc'l'/cD1 ADAF''FUI 36' a '5S §3 [)IJCTlbE IJ;/GJ'' 0 1°£ rcf ,, 0 E1 17 r ,, If F,, , ; , , (174} @ 36' GASS /§0 (FE x FE! 81.JTTERFIX VAD1E, l,l&H VALVE G(J. STY!± L r.v, , L.!1 f r I\ - 1463 WFTH Ul,117=-9RQIJE CJPERA7=-9R eR A."PR{J/ED EQUAL (&-24" x 16" (FE x PE x Fi) STEEL CML&C TEE @ J6" c-t-ASs 54, DUCT/LE lflCJfv f'ff'E (,-f ,1 3HrJutfJffl ENfJ} ®--12" CLASS 54 D.I.P. !FE x SHOULDERED END! @ 36' V-/Cf!tlL/e eOUPL/NG, STYLE 44 ®-24" I I¼' CML&C STEEL ELBOW IL @) 30' CLASS 54, DUCRLE IR&N ?/PE (PE x SI/out.DER ENm / @--3U' PIPE PER CITY OF NEWPORT BEACH STD-/06-L @)-t2" CLASS /50 (MJ x MJJ BUTTERFLY VALVE WITH VALVE BOX AND ®--24' x 16" !PE x FE x FE! STEEL CML&C TEE RISER PER CITY OF NEWPORT BEACH STD-508-L. STD-5/0-L-C AND STD-511-L. @--/6' x 12' TEE !FE x FE) @--24" x ¼" WALL CML&C STEEL PIPE I @-24' CLASS /50 !FE x FE) BUTTERFLY VALVE WITH VALVE BOX @-30" x 12" TEE !FE x FE) AND RISER PER CITY OF NEWPORT BEACH STD-508-L, STD-510-L-C AND STD-511-L @) JGIJ 11 ~~ G ElBO~).} (U f '(JI 1; ~/6"(FE X GTJADAPTOR 11{ N1 rJ J7iN ®--12" x 12' TEE (FE x FE! ®--CONSTRUCT THRUST BLOCK PER M.C.W.D.STD DWG N0./2 ' <iii>--12' x 8" ECCENTRIC REDUCER (FE x FE! @-12' !FE X GT) ADAPTOR ®-12' X 12" TEE !MJ X MJJ ®--12' CLASS /50 AWWA C-900 PVC PIPE !WHITE! PER CITY OF ®--/6'' X 12" ECCENTRIC REDUCER !FE X FE! I NEWPORT BEACH STD-/06-L @-½" PREMOLDED EXPANSION JOINT FILLER MATERIAL @--30", 45' ELBON -C-2661 J-'. " " h l-::;,-,;t, IL REVISED PER POTHOLE INFORMATION ~/JKoJ<.1 APPROVED ~· ) 15TH ~~ESSIO,V4( •/3/% /lr}~J. STREET WATERMAIN /4 ~~"_)L 4"ec ~ ~KM A REPLACEMENT PROJECT f//tJ \"$ <" ~ UT)tlTIES R 7 1!1, --. (--i R.C.E. N8. 46214 CONSTRUCTION NOTES CONSULTING DATE • /16/% \ .. k . Exp. 6/l0/97 ' E:NGINEEFIS ~;; CIVIL ~-.. DITE BY D,S2RIPTI0N APP'D DE51GNED DRAWN CITY OF NEWPORT BEACH W-5251-S <' OF c~u\~~ J. L0AGUE S. PATTINSON REVISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 2 OF 16 J, MORENO 1/31/95 • ..... MONROVIA AVE ~ 16TH STREt:/r 7•·· SHEET INDEX SHEET I 2 3 4 DESCRIPTION GENERAL NOTES, VICINITY MAP, AND ABBREVIATIONS CONSTRUCTION NOTES PROJECT INDEX MAP AND KEY NOTES 30"WATERLINE RELOCATION PLAN AND PROFILE E. 15TH STREET AND SANTA ANA AVENUE, 12" SANTA ANA AVENUE CNB/MCWD INTERTIE PLAN 5 E. 15TH STREET AND SAN BERNARDINO AVENUE PIPING PLAN 6 E. 15TH STREET AND SAN BERNARDINO AVENUE WATERLINE PROFILES AND DETAILS 7 E. 15TH STREET AND !RV/NE AVENUE PIPING PLAN 8 30' WATERLINE RELOCATION E. 15TH STREET AND /RV/NE AVENUE PLAN, PROFILE, AND DETAIL 9 DOVER DRIVE BY-PASS PIPELINE AND PRESSURE REDUCING STATION 10 DOVER DRIVE AND CLIFF DRIVE PIPING PLAN AND DETAILS II STEEL PIPE DETAILS 12 8" PRESSURE REDUCING ST AT/ON, DETAILS AND SECTION /3 12' PRESSURE REDUCING STATION AND 8'' METERING STRUCTURE, PLANS AND SECTION /4 CATHODIC PROTECTION DETAILS 15 TRAFFIC CONTROL APPROACH, DOVER DRIVE, PHASE I 16 TRAFFIC CONTROL APPROACH, DOVER DRIVE, PHASE 2 PROPOSED 3(1 VALVE~'--~~ INSTALLATION //' .s, {/ ~ ,,, • ol 7, . ~,. , ~~ SCALE: I"· 300' PROPOSED CNB/MCWD .,,,---EMERGENCY INTERTIE PROPOSED 8" PRESSURE REDUCING STATION PROPOSED 8" PRESSURE --~~----:Ji~ REWC/NG STATION • • ~ ' ' /,, · . .' / KEY NOTES ONLY APPLICABLE TO SHEETS I THROUGH 16 OF THE 15TH STREET WATERMAIN PROJECT KEY NOTES [JJ-POST TEMPORARY "NO PARKING TOW AWAY ZONE" AT 100' O.C. [_gJ GONTRl'f:FeR TO RELOCATE EX/STING S. C. C. 1" LN✓E, WORK Sl+ALL BE COORDfNMED VHR/ Tl/£ 50/JTIIERN CALIFORNIA GAS COMf'-Alvl'. W-12" CNB WATER TO BE RELOCATED. SEE PROFILE THIS SHEET @--EXISTING SEWER HOUSE CONNECTION LATERALS ARE 6" STEEL DIPPED AND WRAPPED W---REMOVE EXISTING 6' A.C.P. WATERLINE AS REQUIRED FOR CONST- RUCT/ON. REPLACE WITH 6' PVC DRl4 C-900 PIPE. CONTRACTOR TO PROVIDE TRANSITION COUPLINGS AS REQUIRED @--PROTECT EX/STING /<1" R. C. S. C. P. ,W PLACE. COORQ/.f,MTE WIT# mE CITY OF NEWPORT BEAGII. [2}-REMrAl,4L NW REPLP.CEMENT OF EXIST.WC TRAFFIC &f.CM~l DETECTOR LOOPS SHALL BE /-/'I CONFORM-ANGE WIT/I TIIE CITY OF COST.4 MESA REOOIREMENTS. 0---CONTRACTOR TO RELOCATE EXISTING CABLE TV LINE FOR PRESSURE REDUCING STATION. CONSTRUCT/ON WORK SHALL BE COORDINATED WITH COMCAST CABLE. @---CONTRACTOR TO RELOCATE EXISTING TELEPHONE CONDUIT AS REQUIRED FOR CONSTRUCTION. COORDINATE WORK WITH PACIFIC BELL. R-E/,/{)\'E EX,'STmG 14" RCSCP TO NEAREST 010,'NT FOR CONNECTION. ICONTR-/CfOR SIi-ALL FIELD DETERM/NE L0CM/0/'0 [Z2}----REMOVE EXISTING 24" RCSCP TO NEAREST JOINT FOR CONNECTION, !CONTRACTOR SHALL FIELD DETERMINE LOCATION) PROPOSED 30' WATERUNE ~-REPLACEMENT V-1) ~ S',>- APPROVED ~-%114 CONSULTING DATE __ J'-'•'-'-l 'il=•1u:6z..__ E:NGI NE:E: RS DATE BY DESCRIPTION APP'D DESIGNED J. LOA2UE DRAWN S. PATTINSON REVISIONS CHECKED J. MORENO DATE 11/31/95 SHTS 9, 10, 13, 15, 16 PROPOSED 12' ' \\-'.'.!l,4-----+PRESSURE REWCING STATION i ' / PROPOSED 12' DOVER BYPASS C-2661 15TH STREET WATERMAIN REPLACEMENT PROJECT PROJECT INDEX MAP AND KEY NOTES CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5251-S SHEET 3 OF 16 11110.SHr.oON f-H-tli TI m 0 D ' □ m ' TI D ' z '~ D m " 0 " , • D g: X C d ii • < " z rn j "' D z "'-""!I- UI 0 - " > z I D r D D 0 ~ " 0 D " a 2 ' l1 z '" D ~ C T C D z " 30' x ¼" WAf..1.-- CML•C STEEL PIPE 7'-G" MIN. 2:' COPPER TYPE K -~ TO AIR RELEASE AND AND VACUUM VALVE ASSEMBLY 30' x ¼"WAf..L -- BUTT STRAP CML+C STEEL PIPE PER DETAIL©\\ ~ ---r~,-:'1__ __ ----1 I \ - 2 ½' EXTRA HEAVY HALF COUPLING PER DET NL WITH 2 ½" X 2' INSULATING BUSHING BUTT STRAP PER DETAIL@ \ CONSTRUCTION NOTES (1}-CONSTRUCT THRUST BLOCK PER CITY OF NEWPORT BEACH STD-5I0-L (_ 0 /Z' (FE x MJJADAPT~ fil (!)-12' DR/4 PVC C-900r'IPE PER CITY OF NEWPORT BEACH STD-I06-L ®-12', 9(J ELBON r MJ X MJ) @-REMOVE AND REPLACE EXISTING SIDEWALK.CURB AND GUTTER TO NEAREST JOINT.THE ENTIRE WIDTH OF PARKWAY. @-t2' (PVC X AC MOAJ TRANSITION COUPUNG (CONTRACTOR TO FIELD VERIFY DIMENSIONS OF EXISTING ACP) @-8' PIG SCH BO. VENT PIPING WITH LONG RADIUS BEND @-Pie VENT STACKS ARMORCAST OR EQUAL WITH 31 X 3'CONCRETE PADS @-REMOVE MD REPLACE EXISTING CURB AND GUTTER TO NEAREST JOINT. RESTORE EXISTING LANDSCAPING TO ORIGINAL CONDITION. :·.:·: -· .. :.i ... ":~.:. _,__ ~. • •• .-1-. -• .~::~: :L . ...--· __ , __ .. ·---.. , •• -._ ---·l.1""-·--:~~_: ·-•. F -_:· --.. ~: •••• ·······:~_-···-:, ... :.i -·~~ ·~_:-r .. '""·'-· --~-· :·-~-·-~;\~;._: -· _ _. __ , __ -·-···· -. -· -----· ... --..... -----=,-------• . . . __ .,_:: .. ~:. --------··. -·· -~-.. '. .. -+ . -·· :.~ ·::-:--..... 4--·--·· .... -. -i--;--::::t:::: -.. . . . .. -+------ --1 ..... . ' ---.-·_ -·----- ---n----~ \ J -_,__ - --n - - --- (@)-EXISTING MCWD IC PIPE SHAf..L BE REPL/JCED WITH CLASS /50 AWWA C-900 PIG PIPE (WHITE) OF THE SAME DIAMETER AS THE EXISTING AC PIPE. UM/TS SHAf..L BE TO THE NEAREST JOINT ON EACH SIDE OF THE TRENCH. COUPUNG ADAPTERS FROM AC TO PIG SHAf..L BE SMITH-BLAIR STY/£ 411 WITH STAINLESS STEEL NUTS AND BOLTS PER MCWD STANDARD SPECIFICATIONS SECTION 7-09. CONTRACTOR SHAf..L PERFORM ALL NOTIFICATIONS FOR I \ \ ) ·~ ~ EXl;T/NG 30' x ¼' WALL STEEL PIPE ! \ \ J SHUT DOWNS AND DISTRICT SHAf..L PROVIDE SHUT DOWN T/JSS. MCWD WILL MAKE ALL SHUT DOWNS FOR THE CONTRACTOR. REMOVE INTERFERING _/ 3~CLASS 1"1 BJITTERFLY~EX15TJNG 3~, 1/,' VALVE WITH VALVE BOX "-. WALL STEEL PIPE AND RISER PER CITY OF "'- NEWPORT BEACH STD-REMOVE INTERFERING 0-12' CLASS 52 DUCT/I£ IRON PIPE PER CITY OF NEWPORT BEICH STD-I06-L @-12' CLASS 53 DIP @--61 x 6' PRECAST CONCRETE VAULT TRAFFIC RATED (BATHTUB TYPE) @-t2'CLASS /50 (MJ X MJJBUTTERFLY VALVE WITH VALVE BOX AND RISER PER PORTIONS OF EXISTING PIPE 508-L,STD-5/0 L-C PORTIONS OF EXISTING PIPE 2G STEEL FLANGE PER DETAIL AND STD-5I/-L (FE X FE!ffi QI} 3011 BUTTERFLY VALVE INSTALATION DETAIL AT SANTA ANA AVE AND 15 TH ST. SCALE: ½' -I' O' KEY NOTES CONTRACTOR TO RELOCATE EXISTING TEl£PHONE CONDUIT AS REQUIRED FOR CONSTRUCTION. COORDINATE WORK WITH PICIF/C BELL CJTY OF COSTA MESA ~ Ui i(s .,--, r --· J, , , \tJ ~ 1 1 · ",~--1 •1-1 ---•-l,e l 1• ~I""' 1,·;<l""' • --1 I "' l 1~ ") ~ f \ 'I --1 I 1'i ls('1:l/l,1•-·:---i 11 ·~ i/~-1 / 1 8 ~/1,j+ -.,J~·-': c;;li is. :: :~ ;" i I I (.) ,:.e ~ : :I II l / ~ , I Ji.,~~·\~ ~j~\l, ).;> ,, ""'"~= •• _ v, .r:1~ C\11 \ >-,a : rr I i: ~~"';Vs!-~>. A_~,!_¥ i ,t5 cj ~ I I I ! I , ~ / "" --·~ ---"'•1--, I \\ J ~ i ~I l~" , ---~-:,,J~, ;'-, I / -_ j 1,/ ·-----·-C ' I ~ I I I II I ' I ----·-71-'1 0 -I' I, I 1" CITY OF NEWPORT BE/JCH STD-508-L,STD-5/0-L-C MD STD-5II-L @-12' x I2:'(FE x FE)TEE @--12' x /2' TEE (MJ X MJ) @-/6' x /2' ECCENTRIC REDUCER (FE x FEJ @-t2'CLA5S /50 (FE x GTJRESIUENT SEAT GATE VALVE WITH VALVE BOX AND RISE ER MCWD STD DWG N0./4 fn.@-12', If l/4'ELBON (MJ X MJJ ~ 16' (FE x GT) ADAPTOR @--coNSTRUCT THRUST BLOCK PER MCWD STD DNG N0.I2 @--12' (MJ x GT) /JlJAPTER I:\ @-t2'CLASS 150 AWWA C-900 PVC PIPE fWHITEJPER CITY OF NEWPORT BEACH LC:,. ..---~ST D-I06-L ~( vif!--12', If 114' ELBOW (FE X FE) ~--EXISTING / // ii ·---~ ----~ __ !:, --·it:I · \,\I l CROSS GUTTER )(/ _)~ \I , / ; ~ ~ , ~,~ ~ : 1 \ '\, --REMO;;------~z,~ 1 ·1 \ \ \ \ \ . . CJTY OF NEWPORT BEACH 4' .G. .dSCGL.,_2_! . _c _ !:-_ o ~ _ _ . .. __ :_ 1=-7 ,~~~ -1KEwerr1r:, ,m¼:\c ,,, ~~---/2 ':_···_--. -----_--___::_----a-;-sEwcff-rcMinj --~-=----·-· ---f--7 i..._ • ' 1 • -. , ~ :::::::=c::::::::: --i:::-===-= -=t=-tc:::::-12' 4C P WATER IMCWD,===== ----:-~~~~c-_ I/' .. ;/-:. ___ <:=H>-., 30' ~ ftL WATER C.NBJ , ,v /--[------· --: ---------~~-------------------------- RIW ,' \ 1\ ! &,l \ I I 11\1 1 _ • , \ Q I ~ \ J IJ ~ , ~ ,, '-l I 1 / , / r·w~1,; ~'l."' I ; ·•~RIW ,)tr.t' I, C) I I "J;il. ,(,. 2' AIR RELEASE AND VACUUM § {1 ~t: -I ') 111-11·-----,_,, ~7/ -_---,>,-// --·----------------~·-·~::---:-_:::-_-:_-_~----------~ --------r"'=::--~-~e~~.--~ ----------------~-=~-::.-:~;::;;;;;·-~;::;-;~~,--=-~ I /// i I ~ ' V In. "--,'t~I -/ q_ OF METER VNJLT~ VALVE ASSEMBLY PER CITY OF 'i.,,=,) \ ~i : " Ill 11-tr ~~,, • NEWPORT -l3£;ACH STD-515-L L-, ' I ' 1' I II li ih I 1·1i""1.------ ' u~)/f'.})I I qi!.' I) NEWPORT J-J£ j G}-rrs SC.HOOL I JO'BUTTERFLY VALVr-, •''~/•:,, 1 t\!·,11 ,~i-/ , PER DETAILEB ' °'""'i:'',:'1 ~::f4'' "O_~il~,· r111 .,,:, I! -, , f , f >' ~---~' ---l~ )'I" ,J f /' J:1 i -I 1 / ' , 11 , ,;J ~',, t'. ,-1 280 112SJ1 282 l_ 1;1,8.a-c:-!)_,,, ~q,::.._ic. ___ ~-.JJJ, J ,1: ,c:·.r ~1r ~\'.(// ;1 , '-... , .. \. ~C/-71 ti ~;:.,vv·r,,,.,_r·~:1 "',.· ;,"., ~.,...r,.,,.,,./Yl'~..J , '" ·T_s..,, ./ ., ' -~..,,.l.r ~ --l// /// r:-F 1,:;TH ~1 '-" 0 ~ '! , ~ -1''\., !:'.] "•,,. ----_··-_ -..L f:!l.trtt.1:sf:JS,/bo,-{f!? I //, J, ~ -i _ •) ~ ~ ~\ , '\·-•. ~ 8 41 r-": . /,dfi ___ 111/ _ _,!----,-,-_.'// _____ 16' AC.P. WATER (MCWD) . l ~ '" I ~ J ~ f,,;, r"'fl., , --~~-~ ) .1. .. "'!' . o:l ~,, r',...1< Ii , , "-' ~ I -'\, r JI ~ -0~ tr '-r'L , r .., •, 36 Jl ~ '1 "_, , i , , ,t h "11 { j' , I i I 0 '\{: ,.::::, - ' W\' • Rlw ~ ,-,,!'." ij':) ! r (. 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' j--\ '= ) ( r 'I! ,, I ; ir~P('~ ---J 2 _____ J /fl:Zr1 -fr ,! 1 __ 11; ~1 • \ :il,1. •,. · I2'PVC CNBIM.C.W.D.EMERGENCY !NTERTIE .. __ 1 I rl • 1 i •1-v.. 1 SEE PLM To RIGHT AND PROFILE ABOVE RIGHT l j/-'7i ":s,, '~ I __ T ~-,-r:-+ ,( ' \ ' • ~ 1' 1I I 1' I ~·· ' 40 SC/JLE IN FEIT ! Inch • 40 ft. I X jl_ ---}! i i I '\ !~ t l:.t, ':'.: !:l, EA S T 15 TH STREET ''ii '\'''iii C ' ---'",'_,.l_ -:, P_::J___ ~): LJ ;1 / I ! ·,, EXISTING CURB AND GUTTER RIW -,/h 1 ( ', Y4~ 6 --V -~ ,/ -,. -fi/W . ···--1 V, I iJ --Ii];; n. i 1~21 1: I i ,1~,-,.lLi' tl i _ l ', ·~ ,.(' j ... ,'ii .,..1 t, ) ' 1 .\ l l, \ ' ' I ·3 .J. : 1 I 1:-;,.._r;; J' •• ___ ., I ': ;, 1'1( O' ! 1, --r: I-- -I! IJJ'_ v' F , 50'iI : ! ' SANI •• , \;A~A :l:A,f11! VZZ) SANTA ANA AVE WATERLINE RELOCATION PAVEMENT AND BASE REMOVAL AND REPLACEMENT 12' AC.PAVEMENT O' /JGGREGATE BASE --· -··-----···- ~ Jj / k-7"'--rt,,--v"",~==·. -- , \' , -'+--,, /' ~ ! /' I f -I --------.1 --1 j ,-, 1 ' --,,-,,-/ , J5 IL (CNBJ / 7' _ '-I ,, .. 'RE"OVE EXIST!N" '2." AC. P. 9 --•·, ·, , , \ ' , • -/ .I'---' -7'-----'"l'-.v-F-':x' r--1 "'' "' : .\. ./. --~ .,,,,.. '·,,. \ : \,,/ / ,,/ _,/ ! / {· ) cl \ ' 1, ,/\(3 // /, / ' / / -i, -(, i~EfJNG?f, [~0-BE ---------"----R/W ! ~ iDl.1-L -,' -I ! ( I ( I ~,~ y-,b " ~ 1tfl#n'f 'sf;.';~no ~-~ 12" SANTA ANA AVE EMERGENCY INTERTIE 2 ~KM CONSULTING ENGINEEFIS SCALE: I'~ /0'-CJ' C-2651-N In,, REVISED PER POTHOLE INFORMATION ~7r:'& APPROVEDUL. ' 15TH STREET WATERMAIN t------+---------+'~-------~ --' J //' REPLACEMENT PROJECT l-----+---t----------------1-----1 ~~~~,/~ ~-~-1----'-=:.:..=__;_:;_;:cc.=~__:___'-'-=-'-='-'-------t ;"ITIES r,~~C.E.NO. 46214 30• WATERLINE RELOCATION PLAN AND PROFILE J---+----+--------------+------.1 DATE_--------"sc.c/1-"--s"-'/%-"-----E.15TH STREET AND SANTA ANA AVE., 12' SANTA ANA AVE. CNB/MCWD INTERTIE PLAN DATE BY DESCRIPTION APP'O DESIGNED J, LOAGUE REVISIONS CHECKED J. MORENO DRAWN S. PATTINSON DATE 11/31/95 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5251-S SHEET 4 OF 16 1¥S111411. l)ON •-!-ff I I \) r 2i D z > ~ I D r a 0 t • \ ' ( ···-·t \ .... ,, (..._....,. , ' -----!------- ' -~-----+--I - ' I I RIW -f NE WP ORT HE J GJ-lfS EXISTING SIDEWALK EXISTING CURB AND GUTTER SCHOOL '•-,,-f EXISTING 3' METER BOX --· -------·----~---···• -----~-------------~--~.....-----·-·--------··-·"·--··------------------==1-'~"-"-----,-;--__, ---- ~ 3(7 FULL WRAP WELDED STEEL SLEEVE WITH 12:' WELDED NOZZLE AND FLANGE & l2"CLASS /50 (FE x MJ} TAPPING VALVE WITH VALVE BOX AND RISER PER CITY OF NEWPORT BEACH STD-508-L.STD-510-L-C AND STD-511-L @-12" CLASS /50 (FE x FE! BUTTERFLY VALVE WITH VALVE BOX AND RISER PER CITY OF NEWPORT BEACH STD-508-L,STD-510-L-C AND STD-511-L ®-12:'CLASS /50 (MJ x MJ} BUTTERFLY VALVE WITH VALVE BOX AND RISER PER CITY OF NEWPORT BEACH STD-508-L.STD-5/0-L-C AND STD-51/-L 0--12" x l2"TEE !FE x FE} 3 12" x 8" ECCENTRIC REDUCER !FE x FE} 12" I I //4 ELBOW !MJ X MJJ 2" I I¼" ELBOW !FE x FE! ffi 60' . ~N, BERNARDINO AVE i --' / ( ,-t. / (\, -· '_;./ /{ / \. ·7 ' { I ' ' --~~ / -( "'-", ( -\ '-,.-c -. ... -: \ /{ _.A R/W •. ,.r i "' ) '1 ~< ' ._- -~) • EXISTING CROSS GUTTER \_ ',_ f ___ ,/ / ' / -----------------------1---. - PROTECT,_,EXIST-ING-12: M.G~.D. WATER LINE /JN PLACE ( 1 C\J ffi -..,,. -. ··----·-·· /\ ~-CONSULTING ENGINEERS 1' REVISED PER POTHOLE INFORMATION ta~,; APPROVED L..Ll. 6 , q1:,, J ' t-----t------j----------+----1 ,-,,,;,.}-1!/ .Jl,.. ... fP"'. 0~;8NEER ( -R.C.E. NO. %214 DATE BY DESCRIP !ION APP'□ DESIGNED DRAWN J, LOAGUE S. PA HINSON REVISIONS CHECKED DATE J. MORENO 12/31/% 10 5 0 SCALE IN FEET I Inch • 10 f/_ zo C-2561-N 15TH STREET WATERMAIN REPLACEMENT PROJECT E. ISth ST AND SAN BERNARDINO AVE PIPING PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5251-S SHEET 5 OF 20 A'-SITE~.OOM 1·2B·IMi g C " 0 " z "F,;~- I (11 I I -SL " ,; z 6· r 0 i!;l 0 ~ §:l 0 'O m O TI D ~ ~ z o !;;:~ ' 16. STEEL WATER !CNBJ r EX/STING 3(1' ' I i • V V --I------ EXISTING 8' VALVE FOR CONTINUATION SEE® 9+00 £EXISTING 30' STEEL WATER !CNB! ..-------7----------7------~ / I I \ ' I I I I I I l I ' I I \ I I I / --~-----T--------fi--------t-----;--\--- ' \ I I,\ I / ' I I I ' I I I I I I I I \ I I \ J I '1'\ I \ I '--.I -----L-------{ \-------...1 _____ \ I 8'BL/ND FLANGE /I (~. - I I I I THRUST BLOCK PER CNB STD-510-L-A EXISTING 8" CONNECTION PROPOSED CONSTRUCTION 8" ACP ABANDONMENT AT ALLEY EAST OF SANT A ANA AVE. (NJ 3 SCALE: ½' • /'-(I 10+00 1+00 2+00 CONSTRUCTION NOTES ©-CONSTRUCT THRUST BLOCK PER CITY OF NEWPORT BE/CH STD-5I0-L @--1 ', U¼" ELBOW (MJ x MJ! r@J---1;,ll¼'ELBON (FE x·FE~ A ,,-FOR V CONTINUATION LD~ A / FOR V CONTiNU~TION LL::,.> SEE® r ' 12.' /CP WATER (MCWDJ i 12' x IZTEE r \__ JO" STEEL WATER !CNBJ 30' STEEL WATER (CNBJ EXISTING CNB/MCWD INTERTIE PROPOSED CONSTRUCTION CNB/MCWD EXISTING EMERGENCY INTERTIE AT SAN BERDARDINO AVE. ABANDONMENT PLAN SCALE, ½'. r-a· r~KM CONSULTING ENGINEEFIS I EXISTING 8' /CP ABANDONED q--IN PLJ![;E. PLUG ENDS WITH i CONCRETE. 1/✓ // t:,t~7 , ---r-REMOVE EXISTING 8' />CP TO I~ NEAREST JOINT. CONTR/CTOR I TO DETERMINE LOCATION IN r0 FIELD. '2 l i: J J/~-EXIST/NG 12' /CP ' ------1------A .f 7 i ~-EXISTING 12' X 8' MJ CROSS '~ Lf --EXISTING 8' /CP ' EXISTING PLAN EXISTING A • Y EX/STING 8' IC? ABANDONED I,::) IN PLACE. PLUG ENDS WITH CONCRETE. t PROPOSED PLAN THRUST BLOCK PER CITY OF NEWPORT BE/CH STD-510-L EXISTING 811 ACP ABANDONMENT AT ALLEY EAST OF SANT A ANA AVE.(SJ SCALE: ½"·/'-(I DATE BY DESCRIPTION APP'D DESIGNED DRAWN J. LOAGUE S. PATTINSON REVISIONS CHECKED DATE J. MORENO 11/31/95 15TH STREET WA TERMAIN REPLACEMENT PROJECT C-2551 E. 15TH STREET AND SAN BERNARDINO AVE WATERLINE PROFILES AND DETAILS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5251-S SHEET 6 OF 16 I I 0 ' \ \ 8 / r· a-... 6 "i i i . '"·,. ) 12 ' I CONSTRUCTION NOTES ©-CONSTRUCT THRUST BLOCK PER CITY OF NEWPORT BEACH STD-510-L 0-12:' (FE x MJJ ADAPTOR (J)-12:' DR/4 PVC C-900 PIPE PER CITY OF NEWPORT BEACH STD-106-L ©-12:' CLASS 150 (FE x MJ!BUTTERFLY VALVE WITH VALVE BOX AND RISER PER CITY OF NEWPORT BEACH STD-508-L, STD-510-L-C, AND STD-5! 1-L @-12:' x 8' ECCENTRIC REDUCER (FE x FEJ ®-8' (FE x MJ! ADAPTOR @-REMOVE AND REPLACE EXISTING SIDEWALK.CURB AND GUTTER TO NEAREST JOINT THE ENTIRE PARKWAY WIDTH @-30' x IZ' TEE (PE x FE) ®-6' x 7' ?RECAST CONCRETE VAULT (BATHTUB TYPE! ®-8', 90-ELBOW (FE x FE! @-PVC VENT STACKS ARMORCAST OR EQUAL 6 IZ' SOLID SLEEVE (MJ x MJ! @-30' x ¼' WALL CML&C STEEL PIPE PER CITY CITY OF NEWPORT BEACH STD-/06-L fil I (/) ¾- i I ' J A 13 I (/) i I I ! I -I / \ PROPOSED ELECTROLYS/:S TEST STATION,' -• -·: . .. RIW , i ) I ' • 12' PVC WATERLfNE, SEE GROJ/.N,DWATER DEVELOP~BNT PROVECT REACH 4!'PHASE' I: ! : --} PLANS ,,, ; ; iH l \i I I ~~.,..pr,;-::::!-d~~~~',,(C,INf LOCN AND. STUB; WITH C"AP AND CONN CT TO tx1st1NG vru.vt i ! : \ i ' . 30' \ 60' ' ' IRVINE f _,,·&f.lll191"""-ec·_' .._ .,, CIVIL ' or: c~IJ j= ' 11 ' 3 r~KM CONSULTING ENGINEERS I ! ., RIW ) , "';\ / ) "'· --,_ } ,_,..- \ ·< I , "' \ I ; ' / ·:~ ) . : •. I . ' I I / ' \ ' ) 'S;""' ' ' \ \ \ r-I I I I I ' I ' I ) / . NEWPORT HARBOR UNION HIGH SCHOOL RIW -• ... C, ••• ·~.....;s.::·-•- ~---. TRACT NO PAVEMENT AND BASE REMOVAL AND REPLACEMENT 12:' AC PAVEMENT O" AGGREGATE BASE 10 0 14186 10 SCALE IN FEET I rnch = 10 ft, 20 C-2661-N 1---+--+-="-RE_v1_sE_D_PER_Po_rn_oL_E_1NF_o_RM_AT_10N ___ -+i-'J:L-"~£'-' .. '-1. APPRDVED,,~ .0, 15TH STREET WATERMAIN REPLACEMENT PROJECT DATE BY DESCRIPTION APP'D REVISIONS U NG NEE ~R.C.E.NO. DATE •• 3/« l<:0 46214 DESIGNED DRAWN J. LOAGUE S. PATTINSON CHECKED DATE J. MORENO 12/31/95 15TH STREET AND IRVINE AVE PIPING PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5251-S SHEET 7 OF 20 I • I .J I 0 I g C cl D z ,. -----·- .,:_~_:_ .. -,::· -+--· ::r-:::k~ :.---• ---:: --+-.• ---·~ --_ ......:.....::_ ·1·::::· ·: ·"···:_--·····::"-:-.:~-:i·:·:· ___ ---'·· ----.:.~t;~~~:: .-~ --~F-=~·:: ~:::=f·:: ---. ~~=·I~~:~:~-:-.·:~:. -- -_ ::.· ... :... ⇒--=----:·~~ _,.t"::=_"ii_: :· ~ •.. ::·· ~~-:.-:~ .. : .. .-.E.::. -:.:: ..... : . . - .. . --__ .. - -. - --:.:: .::.-,.~~.::~~:_.7:r -~--~ -~--_J:. -_-_:_ ---:-~-~:~:::::~-. __ ·-;:·:: ~:. ___ .;::-::· .:.· ·,-------~--.. --::~·:·: -·:_ .,. ___ -_- -_J_.:::... __ -_.. --· -_-::,·;_:: ·__:j· --~~-.: .... =-~;__-_,,--· ___ ··:.9-:.. _"_c--· • t:~·:: _ .::::: ~:;i~::'.'. -:::.-~ ,.::.- -------------- ---. r=..:=--..: .. -:... __ ,.::=-.: ;-~----L-:-· ____ -)_:·:: __ i:--__ -I.-~~:--f--, . ; . -- ---- ·- ---·-I--·· -0, :···_:J __ • -~ ---.---- --- - I __ -:: --V-_ -_t: -r - T - -l - +· _-::.-__ --;----+ i -c:::r.-· --~,:,:··--: -·: '=c: -·; +-~ ~~[-.::.:: __ ,, Yif~-.: , . --~:~~-~--~--==-~--1~ •• :.: ---~'. ·;-·-::::1··::.:· -_:_--, .. ·.,J: .. ..:::. __ -----=+-. -----+··--____ .. ___ -·--·- -.. - ----------. ·;_.,;;_➔ - --I -•-••• .. : ... -_, __ ---. . -·-,·-___ ,.,. .. .. ·····----=· . ---·--· . .-----: ... ""-'==.•-·· c . -== -·-::i:_----·:··-•• --__ , ______ -·---' •• ~ ST A. 0•55.00 \JYv ---.-------- 0+00 1+00 2+00 IRVINE AVENUE / Ill ii !1~ 1 "1.._, r-• -L ,~ 4A' 1 : 1 1 1 <::z:..;:: --r sT A. a+5a.aa ,1 -'" I ' 1 \ : 1 i".'-,! C rcr'r.-'::/j rJ-O-/N-'-C...E.:..X..:c/ST..:..:.:.IN.:..G_3_0_" x-¼-, W-A-LL-1 6 ,,~ [·11 ' \1 ! Ii I, I l'.,n70' STEEL PIPE 4 '--" ''--¼/ u. .,,I, I 1111 1 rllls,4 -' ( ~()I: l/) l II 11 ' '/ EXISTING 12' AC.P. WATERLINE d ... C)tl✓-)~ iii Q)I \ Jl11 : / AND VALVE TO BE REMOVED 30' WATERLINE RELOCATION PLAN 3+00 EAST 15TH -~' w,_-...,,., 40 2I) I STREET EXISTING CURB AND GUTTER !EXISTING 30" x ¼" WALi.. STEEL WATERLINE J EX/STING 30' x 1/4"WALL STEEL WATERLINE (\ -----------, I I \ 3+00 >-'-------------_____________ ) (------------~ ------r< EXISTING 12" x 12' TEE I 1i \ r \ '--------{!r _____ v V/. ., ""'"" REMOVE EXISTING /2"VALVE REMOVE EXISTING 12" A.C.P. TO NEAREST JOINT 'vEXISTING 12" A.C.P _i FILI.. ENDS WITH GROUT AND rt= ABANDON IN PLACE ' I == REMOVE EXISTING 12" A.C.P. TO NEAREST JOINT LU ~ 12' BLIND FLANGE i '-----coNSTRUCT THRUST BLOCK PER I CITY OF NEWPORT BEACH STD-510-L ' I ' ' I ' ,g~EXISTING /2" A.C.P I i I FILI.. ENOS WfTH GROUT AND q._ ABANDON IN PL/CE ' 17=' ~~ CONSTRUCT THRUST BLOCK PER CfTY OF NEWPORT BEACH STD-5/0-L EXISTING PLAN PROPOSED PLAN 12" AC.P. ABANDONMENT PLAN AT ALLEY WEST OF !RV/NE AVE 0 SCALE IN FEET ! Inch ~ 40 ft. SCALE:3/a"= !'-0' I ir-41(M !!!!!I' .... CONSULTING ENGINEEl=IS DATE BY 4+00 5+00 ·- ---·--.. ----- ·-.. -::r . --~:. ·=r- ------'--_ _)_ __ ---. _::~·-=± = -~ --,_ '·---·---· ·---- - -... .-:-r _· ,----·--·- C-·----+-· -- . --. .;--::--.± :::-..:.: :::: ~~~~ ---:~~-!~~--~:1~~~~ ' -...... ---r --r ··.-·- - -' ---'·--:_ -.. -::.:= ·':· :.: '-:;'::,j=. ·------... ·--------::::r--::: ---•-··--. __ -:·---±~- ____ ....,__,::_ -_;--:=_-:7·~~-· ;t-· REMOVE EXISTING /8" STEEL PIPE ~ 30" X /8" REDUCER. INSTALi.. /8" X¼" WALi.. CML STEEL PIPE (FIELD PAINT! DRY PACK WALi.. PENETRATION WfTH PROPOSED 42" RCP STORM DRAIN CONTRACTOR NON SHRINK GROUT. < TO FIELD VERIFY~ I 18" X¼'WALL 2-6" I CML&C STEEL 45· -~ ELBOW WITH ANCHOR I L6'-6"--- I 14'-&',8', 2'-6" ~ I r-1a·: I · ;tF-r--~) [ EL 77.4 , \ ! .,!1--.. : BLOCK I ' I i .,. ..._,,,.....,....+, .z.I +--~-.:;: ---1-+---.IH-H~- ,' L>.,...i--,,-+---1I1-1I1~.....; ,r-. ,. I /• . . I , t> . l> ' /, ·" • A ' • • • • I / . ~ . ,. / I • .. • •. _'. _• • L / Y..) ' A ' , ' I t--,--v ! j ~ "'-EX/SfTING 30' ~ STEEL PIPE /,/' ,1/"' t,, .. ,,. ' f>,.,,. : I:, ~- /, p. ' • A ' ' ' ,-' . ~ REMOVE EXISTING 18' SLEEVE COUPLING INST ALI.. NEW /8" SLEEVE COUPLING / / / / / / 30" X l/4"WALI.. CML&C STEEL PIPE / FOR CONTINUATION SEE PROFILE THIS SHEU DESCRIPTION REVISIONS APP'O /8"CLASS D SLIP ON FLANGE INST All.ED IN FIELD PER DETAIL ~ REMOVE EXISTING /8" STEEL L QI} SPOOL INSTALL NEW /8" X¼' WALL CML STEEL SPOOL (FE X FE!.FIELD PAINT REMOVE EXISTING /8' BUTTERFLY VALVE INST ALL NEW /8' CLASS /50 (FE X FE! BUTTERFLY VALVE WfTH HANDNHEEL ACTUATOR 30" X /8" CML&C STEEL CONCENTRIC REDUCER -IB"VALVE VAULT, 3, SCN_E: l/4" = /'-Cl' • I ' C-2561-N DESIGNED DRAWN J. LOAGUE 5, PATTINSON CHECKED DATE J, MORENO 11131/95 15TH STREET WATERMAIN REPLACEMENT PROJECT 30' WATERLINE RELOCATION EAST 15TH STREET AND IRVINE AVENUE PLAN, PROFILES, AND DETAILS CITY OF NEWPORT BEACH W-5251-S PUBLIC WORKS DEPARTMENT SHEET 8 OF 20 ~ 0 '" -1---- _, _ __,__ ___ --·-·· +----·~ . .. :.t: •• ·1 --- :-:.-_:-. __ :-·-:t ·:· -.::...:.:::· . .. r .. -·r·-___ .. ' -. -_ ----4--. :; •• . .. 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MINIMUM DEPTH = Z-(J' 0 I ' ~ I / R/W iiiii" .4 111111 !!!!!r.-.1"911 CONSULTING ENGINEERS -----EXISTING 3(]' x ¼' WALL STEEL PIPE RIW ......__-30' CNB EASEMENT ~-RED ST AMPED MEDIAN CONSTRUCTION NOTES CONSTRUCT THRUST BLOCK PER C!TY OF NEWPORT BEACH STD-510-L IZ',90' El.BON (MJ x MJ) 3CJ FULL WRAP WELDED STEEL SLEEVE WfTH /Z' WELDED STEEL NOZZ/£ AND FlANGE 12' CLASS /50 (FE x MJJ TAPP/NG VALVE WfTH VALVE BOX AND RISER PER C!TY OF NEWPORT BEACH STD-508-L.STD-5/0-L-C AND STD-511-L 4P I 0 40 SCALE" IN FE"E"T / Inch • 40 ft. I 5/96 SWP 7196 SWP fil REVJ.SED PER POTHOLE INFORMA170N ~1e',.r~ -----+-~~-"--' APPROVED J. #'J_l)); I C-2661 15TH STREET WA TERMAIN REPLACEMENT PROJECT ,{}\ REVISE 1611 STEEL PIPE TO 2411 STEEL .s,..n1Go1U g~ 1/&1% PIPE -----------1-----1 DATE BY DESCRIPTION APP'D REVISIONS UTUilTIES E!jli!Ntj,tt_ 46214 \,_/R.C.E. NO. -=~- DESIGNED DRA.WN J, LOAGUE S. PAnNSON CHECKED DATE J. MORENO 12/),/95 DOVER DRIVE BY-PASS PIPELINE AND PRESSURE REDUCING STATION CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5251-S SHEET 9 OF 16 0 I C -------------------- --------------------------------------------------------------------------------------------- PRESSURE \ \ \ ---------- \ I ----------- ' --·-·--------------·--·-----l---------- ' I ' I I I , I / I // / ,---r----- 1 7-------------------------------- / 6 EXISTING 24" CML&C STEEL PIPE 16" PVC DOVER DRIVE PRESSURE REDUCING STATION LATERAL FOR PROFILE SEE SHEET 9 LEGEND INDICATES ITEMS TO BE CONSTRUCTED AS PART OF THE DOVER BYPASS P!PEUNE CONSTRUCTION NOTES CONSTRUCT THRUST BLOCK PER CITY OF NEWPORT BEACH STD-5I0-L BUTT-STRAP CONNECTION REMOVE AND REPLACE EXISTING SIDEWALK CURB, AND GUTTER TO NEAREST JOINT, THE ENTIRE PARKWAY WIDTH 16" CLASS 150 (FE X FE! BUTTERFLY VALVE WITH VALVE BOX AND RISER PER CITY OF NEWPORT BEACH STD-508-L, STD-5I0-L-C AND STD-5II-L 16" DRIB PVC C905 PIPE 16",90" ELBOW (MJ x MJ! 16" x 12' ECCENTRIC REDUCER (MJ x MJ) I6".(FE X MJ! ADAPTER 24" x 16" (FE x PE x FE! STEEL CML&C TEE 24", I I¼' STEEL CML&C ELBOW 24" x 16" (PE x FE x FE! STEEL CML&C TEE 24" x ¼" WALL CML&C STEEL PIPE 24" CLASS 150 (FE x FEJ BUTTERFLY VALVE WITH VALVE BOX AND RISER PER CITY OF NEWPORT BEACH STD-508-L, STD-5I0-L-C AND STD-5II-L NOTE: ALL STEEL PIPE JOINTS SHALL BE WELDED ----------------------------------------- REDUCING STATION PIPING PLAN I 9 , // I ,/,-STA +47.08 - / I / I f-''11Hl'I--------I ~---- '@:. " +. ,~~\ 0 = ~ 40968 "( :.:Exp 3131/99 CIVIL -~KM !!!!!!!" .. CONSULTING ENGINEERS I I ST A /+7/.081 16" X 12" REDUCER AND 16" 90' ELBOW TO BE REMOVED WITH DOVER BYPASS PIPEUNE --- ' '·'--------~-~-~-~) ----- / ---------R/W 1-5_/_9_6+-SW_P--l'/l\=l=--R-EV_1SE_□_PE_R_P_OTH_oLE_1N_F_oR_M_AT_1o_N _-+!'-"'7;''-'-'"-"--I., APPROVED J .. 7 /96 SWP ~ REVISE 16" STEEL PIPE TO 24" STEEL ~·:"";, ~_}JI 0--,. ... , PIPE UTITlES ENG'~c.E, NO. 46214 1---1---+-------------+--l DATE '3~ I~·'\"- DATE BY DESCRl'TION APP'D DESIGNED J. LOAGuE DRAWN S. PATTIMSON REVISIONS CHECKED J, MORENO DATE 12/31/95 15TH STREET WATERMAIN REPLACEMENT PROJECT DOVER DRIVE AND CLIFF DRIVE PIPING PLAN AND DETAILS C-2551 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5251-S SHEET 10 OF 16 -' • -C) 0 TI \; z I fl □ TI CJ , ~ C TI TI C TI , 0 TI TI " ~ a 2 B C 2 < " '" TI 8 ~ '" > " z m 0 ~ C c X z p 60- t 3/4" WIRE MESH REINFORCING -~ CEMENT MORTAR LINING 3/4"WIRE MESH RE/NF. .,___ I" MIN. I" B . . . ---'-'---l"'------/---+-/-. -/--1- --+-/--+/--+--+/--/-+' -.I 5"M/N 7"MAX I" 10" MIN MIN SECTION • • FIELD APPLIED MORTAR AFTER WEWING 10" MIN. SECTION I" MIN \ ~ \ \' I" BUTT STRAP DETAILS NOT TO SCALE t(TYP! 4" STD. STL. COUPLING 60' BUTT STRAPS TO BE SHIPPED LOOSE IN TWO PARTS FOR F!EW JOINING CEMENT MORTAR COATING MORT AR APPLIED AFTER WELDING 4" PLUG CEMENT LINED STD. STL. COUPLING FIELD APPLIED CEMENT MORT AR COATING BUTT STRAP A STEEL PIPE CYLINDER A .. " '--. . ,,."' .. .. EXISTING CENTRIFUGALLY APPLIED CEMENT MORTAR LINING I" MIN. I /J /J /J Ii • /J t•//4"MAX. t + //8 "MIN. CARBON STEEL SUP-ON FLANGE t t CARBON STEEL PIPE LINING DRILL AND TAP I HOLE STEEL FLANGE DETAIL NOT TO SCALE ¼" MIN /J . /J /J . 11 I', • /J • /J /J . Ii . • ,/J FIEW PLACED MORTAR WELDED STEEL PIPE JOINT NOT TO SCALE CONSULTING ENGINEERS DATE BY DESCRl'TION REVISIONS 2 • . . . - I" MAX 3 . . . . . FIELD PLACED MORTAR /J Ii • /J . /J . /J . /J . /J . /J. ,./J' I:,. .• 11 ' ' I:, • I', MORT AR UN/ING ~-PIPE INSIDE DIAMETER APPROVED APP'D DESIGNED J. LOAG'.E CHECKED J. MORENO DRAWN S. PATTINSON DATE 12/31/95 C-2551 15TH STREET WATERMAIN REPLACEMENT PROJECT STEEL PIPE DETAILS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5251-S SHEET II OF 16 DET-6HTZ.DCN 8-1-U -- \; C ti D z "'--- TI ~ 7 I 0 r 0 ~ CJ O 0 c D 0 D n U a D ~ ~ ~ ~ ------- 9 -----1:o '-0' FOR LOCATION OF I AIR VENT TERMINAL SEE PLAN AND PROFILE DRAWINGS B'-0' ,. ' ' I> I 2'-9" l'-7" • ·i---~----->1~~->i 1 I . ' I • I ~ 70 l..1'-~ I 71 ~-----,45 8" PRESSURE REDUCING ST AT/ON I SCALE: 2' • l'-IJ' y p ,--3½" PRESSURE GAUGE GLYCERIN FILLED WITH SNUBBER (0-200 PSI) --------------~-------- ½"x ¼" 316 S.S. _ ___,.- REDUCING BUSHING ½" x ½" 3/6 5. S. TEE --- ½" X /" 3/6 5. S. --.,. REDUCING BUSHING ½" CAST IRON ECCENTRIC PLUG VALVE ,-----½" 3/6 S.S. NIPPLE ,,--½" 316 S.S. ELBOW ~-½" CAST IRON ECCENTRIC PLUG VALVE \,...,l§~~~1 1T---½" 316 S.S. NIPPLE COAT WITH EPOXY--------+---+-~ DUCTILE IRON DOUBLE---------~1 STRAP SERVICE SADDLE WITH I" TAP PRESSURE GAUGE 2 NOT TO SCALE TY p __j FOR LOCATION OF AIR VENT TERMINAL SEE PLAN AND PROFILE DRAWINGS CONCRETE SIDEWALK ½" EXPANSION JOINT • /0' UNIMPROVED AREA t EL. "A' (SEE TABLE! FOR LOCATION OF AIR VENT TERMINAL CONSTRUCTION NOTES ®--"LINK SEAL' OR EQUAL @)---PRESSURE GAUGE ASSEMBLY ®---8"PRESSURE REDUCING VALVE, CLA-V~L PEP-5TD-s2i-L(F£;<FE.) ®--B" CLASS 53, DUCTILE IRON SPOOL PIECE (FE x PE! ®--8' CLASS 53, DUCTILE IRON SPOOL PIECE (FE x PE! SEE PLAN AND PROFILE DRAWINGS ®--B' SLEEVE TYPE COUPLING @--8' CLASS 52, DUCTILE IRON SPOOL PIECE (PE x PE! @----PIPE SUPPORT PER CITY OF NEWPORT BEACH STD-522-L ©--6'x8' ?RECAST CONCRETE VAULT (BATH TUB TYPE! [ EL. 'B" ---------- (SEE TABLE) ~ EL. 'C" ~ 'h ,_. ' l'l • ' l'l • • , t',. ' ' 6 ' • ' .o.' _j_ ' A • A ' A ' A • A (SEE TABLE! ;..,\ ~ r ¾' CRUSHED ROCK SECTION A SCALE: ½" • /'-IJ' 811 PRESSURE REDUCING STATION EWIATIONS TABLE LOCATION TOP EL. "A" PIPE (j_ EL. "B" FLOOR EL. "C' SAN BERNARDINO AVE 92.4 87.0B 84.75 !RV/NE AVE 83.9 t 75.00 72.67 ' 502 '1 ' ... 6/30/97 CIVIL .~- CONSULTING ENGINEERS 'l' OF CA~~ @----6'x8' DIAMOND PLATE GALVANIZED STEEL, SPRING ASSISTED, HINGED, TWO PIECE, LOCKING COVER ®--8" PVC SCH 80, VENT PIPING WITH LONG RADIUS BENDS @)---ST AR TIE ANCHOR Ill JOINT RESTRAINER, FIG NO 5/8 AS MANUAFACTURED BY STAR NATIONAL PRODUCTS OR APPROVED EQUAL. ®--12' DIA SUMP WITH CAST IRON GRATE AND FRAME. AUfAMBRA FOUNDRY CO NO. A-2020 OR APPROVED EQUAL. @---WALL MOUNTED STEEL LADDER PER CITY OF NEWPORT BEACH STD-530-L 811 & /2 11 PRESS'JRE REDUCING STATION & METER VAULT GENERAL NOTES I. ALL INTERNAL VAULT PIPING SHALL BE PAINTED WITH AN ALKYDE ENAMEL PAINT SYSTEM CONSISTING OF 2 MIL PRIMER COAT AND TWO COATS OF 2 MILS EACH HIGH GLOSS ENAMEL. COLOR SHALL BE BLUE 2. ALL BELOW GRADE. BURIED DUCTILE IRON PIPE AND FITTINGS SHALL BE ENCASED WITH AN 8 MIL POLYETHYLENE WRAP IN ACCORDANCE WITH AWWA STANDARDS. APPROVED . ) C-2661 15TH STREET WATERMAIN REPLACEMENT PROJECT l----+----+-------1----------4 ~~~~/2 ~ U1lWIES E INE 46214 i---------------------1 DATE BY DESCRIPTIOI REVISIONS R.C.E. NO. 8' PRESSURE REDUCING STATION, DATE-~~~· 1-"''l.-·'I,.,.(,.~_ DETAILS AND SECTIONS APP'O DESIGNED DRAWN J. LDAGUE S. PATTINSON CHECKED DATE J. MORENO 12/31/95 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5251-S SHEET 12 OF 16 -,.., 0 C I - 0 r 0 n o m 0 ~ D O TI .... m O ~ ; ~ z o ' ~ z m ~ . ) 9 -ca TI ► < TI Z m ~ I C 5 n o m 0 ~ D u TI m O > D ~ !:'j 2 0 ~~ - ' I 17 / I 2'--9' //0 I0'-0" /'-6' /'--6" 3' -I" r--7' 2'-/0" 2'--9' /'--6" -----1- ~ /'--0' l l HIGH --..J I kJ VENT :i? i :,. ' LL . a (dJ 12" PRESSURE REDUCING STATION I SCALE :½" • l'--0" 9 12" PRESSURE REDUCING STATION & ELEVATION TABLE LOCATION TOP EL. "A" PIPE !i._ EL. "B" FLOOR EL. "C" DOVER DR. 21.0 8.52 6.52 LOW VENT EL. 'A" SANTA ANA AVE SEE TABLE ~----+-Ir::---=r-=::------;,=-~~~, 2' I I I I 1-.-~~~.i I I -H++---- - - - -__ J rE, I _,Jlrs.,,.'f?,!f:<1._,?'~W.,'Af------_-'J HIGH VENT 6'--0' 8" ------------ EMERGENCY INTERTIE METER VAULT PLAN 2 SCALE: ½" • !'--0" 4 EL. "C' 2'--9' 58 LOW VENT 0 0 ' I ! ~ (f_ EL "B" ----------(SEE TABLE) 30 ITYP! ,-+-l-_f5a SECTION B SCALE: 1/2'' • l'--0' ½" EXPANSION JOINT FILLER MATERIAL ITYPJ CONCRETE SIDEWALK ------------ ~ ;::21 i ~ 70 SECTION A SCALE, ½"· /'-0" EMERGENCY INTERTIE METER VAULT ELEVATION TABLE LOCATION TOP EL. "A" PIPE Ii. EL. "B" FLOOR EL. "C" SANTA ANA 93.6 ± 88.70 86.20 CONSTRUCTION NOTES (jj)---16' CLASS 52 DUCTILE IRON PIPE PER CITY OF NEWPORT BEACH STD-/06--L @----IZ' PRESSURE REDUCING VALVE, CLA--VIIL, Pe?. STD-521 --L @)----12' CLASS 53. DUCTILE IRON SPOOL PIECE (FE x PE! @---12' SLEEVE TYPE COUPLING @---12' CLASS 52, DUCTILE IRON SPOOL PIECE (PE x PE! ®---'LINK-SEAL" OR EQUAL ®--PRESSURE GAGE ASSEMBLY @---6' X 10' ?RECAST CONCRETE VAULT RATED (BATH TUB TYPE) @---6' X /0' DIAMOND PLATE GALVANIZED STEEL, SPRING ASSISTED, HINGED, TWO PIECE, LOCKING COVER @---PIPE SUPPORT PER CITY OF NEWPORT BEACH STD--522--L ®---8" PVC SCH 80, VENT PIPING WITH LONG RADIUS BENDS @---ST AR TIE ANCHOR Ill JOINT RESTRAINER, FIG NO. S/8 AS MANUFACTURED BY STAR NATIONAL PRODUCTS OR APPROVED EQUAL ®---t2" DIA SUMP WITH CAST IRON GRATE AND FRAME.ALHAMBRA FOUNDRY CO NO A--2020 OR APPROVED EQUAL r~KM CONSULTING ENGi NEE FiS DATE BY DESCRIPTION REVISIONS @r--- @--- @--- @- ©- ®- @)---- ®- @--- @--- @- ~ 0000 000 000000 ' --J_ ' t,.' . ' ' --- 72 CONCRETE SIDEWALK EL. 'A" /SEE TABLE! -~ f EL_"B"ISEE TABLE! EL "C'ISEE TABLE! WALL MOUNTED STEEL LADDER PER CITY OF NEWPORT BEACH STD-530--L PVC VENT STACKS ARMORCAST OR EQUAL CRUSHED ROCK BASE MATERIAL /12"THICK MIN.! 6' x 6' DIAMOND PLATE, GAVAN/ZED STEEL, SPRING ASSISTED. HINGED, TWO PIECE LOCKING COVER, TRAFFIC RATED H-20 /6", 90' ELBOW IMJ x MJJ /6' x IZ' ECCENTRIC REDUCER IMJ x MJ! 12' TWO WAY METER WITH FORWARD AND REVERSE INDICATOR/TOTAUZER INDICATION IN GPM AND TOTALIZATION IN HUNDRED CUBIC FEET 12' CLASS 53 D.I.P. 12' VICTAULIC COUPLING, STYLE 44 6' x 6' ?RECAST CONCRETE VAULT TRAFFIC RATED /BATH TUB TYPE! ¾", 3/6 SS ALL THREAD TIE BOLTS (8 REQUIRED! l2'CLASS 54 DJ.P.(FE x SHOULDERED END! APPROVED .C.E. NO. 46214 DATE -~1~•~1'i~•1-'-~- 15TH STREET WATERMAIN REPLACEMENT PROJECT 12' PRESSURE REDUCING STATION C-2661 AND 12' METERING STRUCTURE PLANS AND SECTIONS APP'D DESIGNE5. LOAGUE DRAW~-PATTINSON CITY OF NEWPORT BEACH W-5251-S CHECKED DATE J. MORENO 12/Jl/95 PUBLIC WORKS DEPARTMENT SHEET 13 OF 16 0 \ STEP -I STEP -2 STEP -3 STEP -4 STEP -5 CAST IRON COVER ----..__ CONCRETE COLLAR " 4 f/EBARS AROUND TEST STATION HOUSING ' ' ' 4 6" MIN 2" ~ REMOVE AND REPLACE EXISTING SIDEWALK TO NEAREST JOINT <;J • • .• 0 ------l-~ ';/ •• • .•• '(J ';J • ~--'' ' f----"·~··_··._,·· .. t---1-------<1 • •• ·_:-.-•• :4-. ,:.·. ·: ----+-. . a TRAFFIC VALVE BOX --+-~-0 -.-.~>t • ,.i.----'-=L_-➔I 0 0 0 4. I ,, Ml'(-J 0 • 4 a 0 0 ' a • I a . ' a • I . ' . a I a 4" SCHD 40 PVC PIPE NATIVE SOIL--- a .; . .. . . a " 0 0 0 " . a . a a . a 0 a' . . a . a a ~ GRAVEL ~-LEAD WIRES AS INDICATED y ",---d\> . .7 o_ :, f--'-~-<-:-··~ •·. 0 • UTILJTY BOX -_____..-c~ .°.; , ' • 0 • O O Tf"'lc---~_ SLACK LOOPS (TYPJ WELDS SPACED 6~":: 3 ::-----'"""-''----_ir~ PIPELINE - - - - - - - - - - - -(j_ OF PIPE SECTION EXISTING CURB AND GUTTER L------~:-=-=:1=:REMOVE AND REPLACE /'-6" PLAN ~-TEST ST AT/ON HOUSING PER DETAIL ffi EXISTING SIDEWALK.CURB AND GUTTER TO NEAREST JOINT -----+-EXISTING SIDEWALK TEST STATION HOUSING ELECTROLYSIS TEST ST AT/ON 2 NOT TO SCALE REMOVE COATING AND FILE OR GRIND PIPE TO BARE MET AL. STRIP INSULATION FROM WIRE. ATTACH COPPER CRIMP SLEEVE TO WIRE LESS THAN NO 6 AWG. LOAD WELD CHARGE INTO WELDER. HOLD WELDER FIRMLY WITH OPENING AWAY FROM OPERATOR. IGNITE WITH FLINT GUN. REMOVE SLAG FROM CONNECTION. PEEN WELD FOR SOUNDNESS. (SEE SPECIFICATIONS FOR TESTING REQUIREMENTS! COVER CONNECTION AND EXPOSED STRUCTURE WITH AN ELASTOMERIC WELD CAP AND BITUMEN COATING PER DETAIL® ::,. j " (~ HANDLE~- MET AL DISC ~~ GRAPHITE MOLD _.---GRAPHITE COVER ~J:~:,------STARTING POWDER ~?t----METAL POWDER WIRE OR CABLE WELDER SECTION EXOTHERMIC WELD DETAIL 3 NOT TO SCALE YA NOT TO SCALE STEP -I CLEAN ALL MUD.DIRT.MILL SCALE, GREASE.OIL AND OTHER CONTAMINANTS FROM THE METAL SURFACE TO BE COVERED.APPLY A COAT OF ROYSTON ROYBOND 747 PRIMER AND ALLOW TO DRY TO A NON-GLOSSY APPEARANCE.WHICH WILL TAKE ABOUT 5 MINUTES.DEPENDING ON HUMIDITY AND TEMPERATURE. STEP -2 REMOVE THE RELEASE PAPER FROM THE BOTTOM OF THE ROYSTON HANDY CAP 2. BEND THE PLASTIC SHEET INWARD AT THE SERRATIONS.POSIT/ON AND PLACE THE HANDY CAP ON THE WELDED AREA WITH THE TUNNEL OVER THE LEAD WIRE. STEP -3 PUSH THE DOME OF THE CAP FIRMLY INTO THE WELD AREANOW LJFT THE LEAD WIRE AWAY FROM THE PIPE AND SQUEEZE THE BLACK RUBBER COMPOUND COMPLETELY AROUND AND UNDERNEATH THE WIRE. THEN PUSH THE LEAD WIRE BACK DOWN ON THE PIPE AND PRESS THE ELASTOMERIC COMPOUND INTO FIRM CONTACT WITH THE PIPE OVER THE ENTIRE AREA. STEP -4 COAT WELD CAP.EXPOSED METAL AND 2" BEYOND WELD CAP WITH BITUMEN. CADWELL COVER CAP DETAIL NOT TO SCALE ~fESS/ ~-Lo I , -✓ 5029t,.., 6&/97 CIVI IIIF~ IIIUI .... 1"91 CONSULTING ENGINEERS YA WELD CAP WITH BITUMEN COATING ITTP! DUCTILE PIPE 3 EA NO 2 HMWPE BOND WIRES (~ 0 4 y DUCTILE IRON PIPE BONDING DETAIL NOT TO SCALE EXOTHERMIC WELD PER DETAILS JOINT @ C-2661 AP"ROVED 15TH STREET WA TERM A IN t----+---+----~-----+----1 ,w;J_A j_ .. ,.._ ·1-----'-'R-=-EP-=LAc.;,c:C-=.EM'-=E'-'-NT'---'--'-PRc.=...OJ=-=E-=--=CT __ ---.1 UT~,[[IES ENGINEERd,1 R, .. E. NO. 46114 I----+---+------------+---< DATE 3 • l'i. ·"it. DATE BY DESCRIPTION APP'O DESIGNED J, LOAGUE DRAWN S. PAT~.NSON REVISIONS CYECKED J, MORENO DATE 12/31195 CATHODIC PROTECTION DETAILS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5251-S SHEET 14 OF 16 ~ I 0 5 ,:i:l n O 0 2 eJ ~ m O :: JJ JJ 'lJ !:j 2 15 ;, ~ z ru -, ':E .. ~ 55 " < a 7 m -I ,s:: ~ C20(RT Cl8 ---- ------- ---I I / \\ II r\\ \ \ II \ : \ \ I\ \ : -----------------------~---;C;,;,18 \ \ ~ I I \ ------I I -I I I ----------------\ I a:: ' I I I I I I I I \ ', ~ 1 \ ! C ~c~c 1 1 01. I 1 11 I I I \ ' Cl8 \ I I i \ ·, •• , •• , I I I ~ Vt'~'':::::======~-~~~~~~~~;=;;;:;;;:;;:;~===--------,_ I ~ ~.______~~~-!c:-=--=-=--==-=--=~-==-=--=-===-~~~ .. ,.. I, ~ ------Z::: ------ ... ,...,. ------......... \ "-------- ' I E ---·-, -.,_ I ·,_ ,_ ·, -- ~~~~ ---------;--------- -· TRAFFIC CONTROL APPROACH FOR THE CONSTRUCT/ON OF DOVER DRIVE PRESSURE REDUCING STATION THE 12" ... ~ 111111 ~--~ CONSULTING ENGi NEE F=IS DATE BY DESCRIPTICN APP'D REVISIONS .. SYMBOL LEGEND ,,, CONSTRUCTION SIGN (WATCH MANUAL NUMBERING SYSTEM) • PORTN3LE CHANNELIZATION DEVICE, 28" MINIMUM HEIGHT KTIJ FLASHING ARROW SIGN (DIRECTION OF ARROW SHOWN) -+++-TYPE Ill BARRICADE TRAFFIC FLOW ARROW (REFERENCE ONLY) SIGN LEGEND NO. DESCRIPTION C3A ROAD CLOSED TO THRU TRAFFIC C9A FLAGMAN AHEAD Cl3 END CONSTRUCTION Cl8 ROAD CONSTRUCT/ON AHEAD C20 (LT} LEFT LANE CLOSED AHEAD C20(RT} RIGHT LANE CLOSED AHEAD C36 R/6 Rl7 PREPARE TO STOP NO RIGHT TURN NO LEFT TURN C-2661 APPROVED u .. E. NO. 96214 DATE 'J•l"l.•,4 DESIGNED DRAWN J, LOAGUE S, PATTINSON CHECKED DATE J. MORENO 12/31/95 15TH STREET WATERMAIN REPLACEMENT PROJECT TRAFFIC CONTROL APPROACH DOVER DRIVE PHASE 2 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5251-S SHEET 15 OF 16 troff<>21,DOI, 3-tl-95 -I cJ1 I _,:;c-- C20 I =-=-=-==r"'-"1r/ ! I f I Ii //( ' 11/ / I ,1'/ I !,f / /,'./ ' I/ II)" / '/ I i/ I I SCJJL£: /11 ;; 40' \\ \.\ \ \ \ \ ~\ ', I \ \ \ I \ ': \ \ \ ~ I \ \ I\ \\:\ : • \ I I I \ I I I I\\ I ::'\: \ \ Ii' \ \ I I I II \ \ \} \ I\ \1C: \\ I -------CIB \ '"17 ' I I --------------------'1 \ ..,, , ,, I \ ----------------.. I \ i ~ \1\ \ \ I \ 1 ~ I \ \ rri I: \\ \ l~-=--=--=-~ I I I I I r I I \ I \ I I \ ----• m +I+ NO. CJA C9A C/3 C/8 SYMBOL LEGEND CONSTRUCTION SIGN (WATCH MANUAL NUMBERING SYSTEM! PORT ABLE CHANNEUZATION DEVICE, 28" MINIMUM HEIGHT FLASHING ARROW SIGN (DIRECTION OF ARROW SHOWN! TYPE Ill BARRICADE TRAFFIC FLOW ARROW (REFERENCE ONLY! SIGN LEGEND DESCRIPTION ROAD CLOSED TO THRU TRAFFIC FLAGMAN AHEAD END CONSTRUCT/ON ROAD CONSTRUCT/ON AHEAD C20(L T) LEFT LANE CLOSED AHEAD C20(RT) RIGHT LANE CLOSED AHEAD C36 PREPARE TO STOP R/6 NO R/6HT TURN R/7 NO LEFT TURN 11 \. I I ·-... I I ~ -./,:_~=--========~~~~~~~~~~~;~~~~~;;:;;;;;;;;;;:. ------..... , I I II ~ ~;::;;---~-~~~~~~=""'_.--::c:--=-=--==-~~-~.=,~=--~ -=-=--==--:,--=~~~~t;;;;;;;;_::::::-................. ! '.::: ------------ ......... \ ~ ------ ·-.... •• ,__________ 1 1 \ re::--~-~-~~~::=:~==========-:;;;;;;:;;;;:==:::::::;D~O;V;E;R~gri:::::-t~n--J--§_--~--' ~#~ .... , Vt..:, -- ~ ~ .,,.-, _,.,.,,., TRAFFIC CONTROL APPROACH FOR THE CONSTRUCT/ON OF THE 24" WATERLINE IN DOVER DRIVE C-2651 APPROVED r~KM 15TH STREET WATERMAIN REPLACEMENT PROJECT CONSULTING E:NGINE:E:RS DATE BY DESCRIPTION APP'D REVISIONS DESIGNED D~AWN J. LOAGUE 5. PATTINSON CHECKED DATE J. MORENO 12/31/95 TRAFFIC CONTROL APPROACH DOVER DRIVE PHASE I CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5251-S SHEET 16 OF 16 0 ,, C ti • -r -r r /