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GROUND 36-INCH OJF JPO UTILITIES DEP AR TMJENT ATER DEVELOPMENT ' I PROJECT ATER TRANSMISSION MAIN lPREP ARE][) BY: -~~..-----:,, ,__::.,•--=---------}I .,, -,. __ DlESIG1N lENGlfN!ilER \ .. ~KM CONSULTING ENGINEERS R.C.lE. 50292 IOI PACIFICA SUITE 150 IRVINE CA 92718 (714) 753-7333 . " AS -BUILT" A "AS -BUILT " & REV/$£0 ALIG/1/MENT 1i' REVISED PER NJDENDUM NO. 2 ~ W-5242-S 11::,. REVISED PER NJDENDUM NO. I SHEET I OF I I ~ C: 13 ~ ~ --- I (_) ...: <I: ~ [§ Ei' d > ~ "' ADAMS AVE. LLJ -+---il-_:::::.:::__:_:.::::.__r---t-a:l ORANGE COAST :z CITY OF COLLEGE C) t-~ t;; ~ I :c LL C) >-t--(_) COSTA MESA VICTORIA r·-1 ' ' I ! l~TH 1---~,- \. )\ I\ I \ L \. __ _,--...__ -IND/CAT ES NIEA SHCN/N ON L!XATION U#' "' D "' i!-~ ST. VICINITY MAP ll(JT TO SCH SYMBOL LEGEND • 0 t:? D FIRE 1-rfDRMT UETER BOX -------0-------V tll.VE POI/ER POI£ NICHOR D, UONUIIENT -x-x-x-FE/ICE 0 .LLL _.,:a .LLL ~ I I BLOCKWA/.l TREE SHRUBBEffr' ASPHMT PIWEMEl{T BR/CKWI-IX CONCRETE Bl)/lD/NG EXISTING CONSTRUCT/ON PROPEfllY UN£ NEW CONSTRl/CTKJN - --li_ - --CENTERUIIE ----S----SEWER UN£ ------W-WATER UNE ---G-- -GAS UIIE --E--PO/IER UN£ -TEL -TEl£PHONE UNE -TV -CN3LEVISKJN UNE -SP --SPRINKLER S(STEU p STREET LIGHT ~ TREES AND SHRUBS './:Y.1,1, './:Y.1,1, FINISH GRNJE EB DETAIL 2 SHEET 7 ST. Underground Service Alert Coll: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG cl "' " "' > "' :; ~ BAKEB ORANGE CO, FAIRGROUNDS ST. CITY OF IRVINE U.C.I. RD- ABBREVIATIONS /Cl' B.C. C.B. CFT CO/IC Q, DEF D.I.P. DI DIA E Elf.C E.C. £.C.R. EXIST. F.E. G G.B. /IN.EL MIN M.J. ASBESTOS CEMENT PIPE BEGIN CURVE CATCH BASIN CUBIC FEET CONCRETE CENTERUNE DEFLECTION t:X.Jr:r/LE IRON P'IPE fXJCT!LE !ROIi DIMIETER EAST ELECTRIC END CURVE END CURB RETURN EXISTING FI.MGED END GAS GRADE BREAK I/NE/ff ELEV /iT/011 Ml/1//IUM MECHAN/C,ll JJ/!fT P.V.C. PE PROP. RT RCP s S.C.E. SD STA ST.LT. ST.STA. TELE V.C.P. w N CNB LT GRND STL MCIID POJY-VIN'fL CHLORIDE PLAIN END PROPOSED RIGHT REINFORCED CONCRETE PIPE SEWER OR SOUTH SOl.ffHERI( CAUFORNIA EDISON STOR/1 DRAIN WATER UN£ STATION STREET WHT STREET ST ATKJN TELEPHONE VfTRIFIED Ct.,11' PIPE WAT ER OR WEST NO/ff'H CITY OF NEWPORT BE/CH [£Ff GROUND STEEL MESA CONSOUDATED WATER DISTRICT EMERGENCY TELEPHONE NUMBERS N;ENCY SOI.ff HERN CAUFORNIA GAS COMPANY SOI.ff HERN CAUFORNIA EDISON COIIPAN'f PICIF/C TELEPHONE COIIPAN'f CITY OF NEWPORT BE/CH /UT/UT/ES DEPTJ CO/ICAST CA81£VIS/ON UNDERGF/OOND SERVICE A/£/ff DAYTIME 634-3028 835-5200 259-4458 644-30// 542-6222. f-/300-422-4I33 NIGHTTIME 634-3/29 BOO-325-M/7 611 644-3717 542:-6222 19TH sr CEfffER sr TOI/NE Sf &- f5rH f s." Ji ir " /IOI/) JJE1'0RIN._ HOSPffAl LOCATION MAP ,m HJ SCN.£ PROPOSED I6-/NCH REICH 4 PHASE I PROJECT /ti('{_ SHEET INDEX SHEET I 2 3 4 5 6 7 8 9 /0 II DESCRIPTION TIT/£ SHEET GENERAL NOTES,VICINrrY MAP, CONSTRUCTION NOTES AND Af3BREVIAT/ONS WATERLINE PLAN & PROF//£ STA 9 • 93.93 -STA 20 , 00.00 WATERLINE PLAN & PROF//£ ST A 20 • 00.00 -END WATERLINE RELOCATIONS il! /RV/NE AVENUE WATER LATERALS PROFILES SECTIONS AND DETNLS 8' PRESSURE REDUCING ST AT/ON LATERAL il! /RV/NE AVENUE 16' PIPELINE TRAFFIC CONTROL PLAN 12' RE:_OCATION TRAFFIC CONTROL PLAN FIRE SERVICE AND ST. JAMES ROAD LATERN..S TRAFFIC CONTROL PLANS KEY NOTES CITY OF NEWPORT BEACH GENER/Jl NOTES /, 2. 3. 4. 5. 6. 7. 8. 9. IO. 12. THE CONSTRUIT/ON OF ALL PUBUC IIIPROIEMENTS SHALL CONFORM TO THE REQUIREMENTS OF THE NEWPORT BE/CH CONSTRUCTION ST ANDNIDS, srANDNID SPEC/Ai. PROIIS/01/S, DESIGN CRfTERM, srANDAAD DR/fNINGS 1994 EDfTI0/1 AND THE •sr ANDA/ID SPECIFICATIONS FOR PUBLJC WORKS CON,TRUCT!Olf. 1994 ED,'TION AND SUPPt£/IENTS. STATIONING REFERS TO CENTERUNE OF PIPEUNE. EXISTING UNDERGROIJND IJTIUTIES ME SHON/I "5 PER l#IIJUBl£ RECORDS. THE CONTRICTOR SI/ALL BE RESPONS/Bl£ FOR VERIFYING THE li:TUAL LOCATION MD Elf.VAT/ON IN THE FIEIJJ PRIOR TO BEGINNING CONSTRUCT/ON OF THE NEW F IC/UT/ES. CURB DAT A REFERS TO F ICE OF CIJRB. ALL EXPOSED CONCRITE SURFICES SHALL COi/FORM IN GRMJE,COWR AND FINISH TO A/.l IIJJJOINING CURBS AND WALKS. ALL UNDERGROIJND WORK SI/AI..L BE COMPLETED PRIOR TO Pl#ING OF STREET AND DRNEW/JJ'S. Pl#EMENT SECTIONS SHOHN ME MIN/I/UM AND SUBJECT TO REVISION MD #'PRCNAL OF THE CITY ,6S REQUIRED 8( SOIL TEsrs TAKEN AFTER COMPLETION OF ROIJGH GRMJ/NG. WATER PIPEUNE DlsrANCES 5/f(J//N IN PROFILE MD IN ESTIIIATED QIJANTfTIES ME HOR!ZONT AL DISTANCES. Tl/£ CONTR!CTOR SIIA/.l REQUEST INSPECTION FROM TIIE PUBUC WORKS DEPAFrrMENT 48 HOURS m Af}{A/ICE OF PERFORMING Mr WORK AT 6#- 3311. THE PUBUC WORKS DEPAFrrMENT INSPECTOR SHA/.l ALSO BE NOTIFIED AFTER PL/CEMENT OF FOR/IS AND PRIOR TO PL/CEMENT OF !WY CONCRITE FOR CURB & GIJTTER SO THAT THE FORMS CAN BE CHECKED FOR UNE AND GRMJE AND COMPAIIAB/lfTY WfTH EX/sr/NG CONSTRUCTION. Tl/£ WALLS MD FICE OF All EXCNAT/ONS GREATER THAN (5) FEET' IN DEl'TH SHALL BE EFFECTNEIY GUMDED Br A SHORING Sr'SfEM, SWPING OF THE GROIJND OR CffHER EOONALENT MEMS. TRENCHES OR EXC/.IIAT/ONS l£SS THAN FNE (5) FEET m DEFT/I SMAI..L ALSO BE GUAIIDED WI/EN EXAMINATION INDICATED THAT 1/AZAI/WJS GROUND MCNEME/IT 11/JJ' BE EXPECTED. THE CONTR!CTORfSJSHAI..L OBTAIN A PER/lfT TO PERFORM EXC/.IIAT/ON OR TRENCH WORK AS DESCRIBED IN N0.I3 ABOIE FROM CAL-OSHA. WATER PIPE SHA/.l BE BEDDED PER CITY OF NEWPORI BE/CH SfD-106-l CONSTRUCTION NOTES /J, DUCTILE IRON PIPE SHA/.l BE CLASS 52 MD SHA/.l HIWE AN 8 /Ill /JXJSE POJYITl«I.EIIE ENC-'SEMENT AS PER SECTION 2fl1-9E2 OF Tr/£ STANDAIID SPECIF/CATIONS. 14. THRUST BWCKS SHAll BE INSfA/.1£D ON A/.l WATER 11/IJN FITTINGS Ill ICCORD/WCE WfTH CITY OF !IEWPOffT BE/CH 5rD-5KrL. UNLESS CffHEff>VISE SHOii/i ON THE DRIW/1/GS /5, WATER /IA/NS SHALL HIWE A MINIMUM OF 3(! OF COVER FROU SUBGRMJE. 16. N.l CONCREJ' E SHN.l BE 580-G-3250. 17. SWPE ANCHORS SI/ALL BE PROIIDED ON All LINES IN ICCORD wrrH CITY OF Ncl/POFfr BEICII STD-314-l. 18, THE CONTRACTOR SHA/.l Nur/FY THE FIRE DEPAHTMENT 48 IWRS IN A[}{ANCE OF SHUTTING OFF Mr FIRE l«DRANTS AT 644-3/C6, 19. THE FIRE DEP/JRTUENT SHALL BE NCff!FIED 48 IWRS IN NJIANCE OF ALL LANE CWSURES. 20. AI..L FLANGED PIPE JOINTS SHA/.l BE .JJINED IJTIUZING TYPE 316 sr AINt£SS STEEL 11/JTS, WASHERS IWD 1/EX-HEMJ BOLTS. G-'SKITS SHAI..L BE FUlL-F ICED,CllJTH REINFORCED BUl/kN RUBBER. ZI. Fl.EX AND TRANSfT/ON COUPLINGS USED TO JJIN PIPE Ill WATER MAIN CONSTRIJ(.'T/ON SHA/.l HIWE AI..L THREADED PliffrS AIID .JJ/11I//G HMDWAIIE FABRICATED FROM 7YPE 316 5rAINl£SS STEEL. PIPE I/Al/NESS ASSEMBLIES, VALVE NID FITTII/G RESfRA/NTS AND SHICKLE-CUJIP -'SSEMBUES SHA/.l BE JO/I/ED UTIUZING 7YPE J/6 ST IIJNl£SS Sf EEL AJ.l-THREMJ ROD. NUTS, BOLTS AND W-'SHERS. CL/WPS, SHACKLES MD CffHER HAAIJWAIIE 111>1 BE CARBON ,TEEL OR /JJCTILE IRON WHERE #'PROPRIATE, BUr MUST BE COATED UBERA/JY WfTH CORROSION PRfJTECTlvE MASTIC COIIPOOND. 22. BOLTED CONNECTORS FABRICATED FROM TYPE 316 sr AINLESS STEEL SHA/.l HIWE THREADED PAHTS COATED UB£RA/JY WfTH NI #'PROIED ANTI-SEIZE C1JMPOUND. 23. A/.l BOLTED AND THREADED FASTENERS SHAI..L BE MANUF/CTURED IN THE UNfTED SfATES Of NIER/CA AND SH,llJ. CONFOR/1 TO THE MIN/UUM REOOIREMENTS FOR srRENGTH.IIATERIAL CONsrRUCTI0/1 AIID DIMENSION "5 Esr ABLISIIED Br TIie ASTM MD Tl/£ ANSI SPECIFICATIONS. All FASTENERS 51/N.l BE ICCOMPMIED Br WRITTEN CEFrr/F/CATION FROM THE UN/UF!CTURER STATING COMPUANCE WfTH THE #'PROPRIATE SPECIF/CATIONS. 24. All MECHANICAL JJINT FITTINGS SHAI..L H#E RET IIJNER GLANDS. Ci)--/6' 45' ElBOI{ I MJ x MJJ CD--8'CLASS /50 (FE x MJ/ RESIUENT WEXE GATE VALVE 'llfTH VN..VE BOX AND RISER PER CfTY OF NEWPORI BE/CH srD-508-l. STD-5/0-l-C AND STD-51/·L ©---l2'CLASS 150 (MJ X MJ) 81/TTERFIY VALVE WfTH VAJ.VE BOX AIID RISER PER crrr OF NEWPORT BE/Cl/ STD-508-L srD-5/0-L-C AIID ST D-511-l 0----(f 90' Ell!(N/ (MJ X MJ) 0-(f x B'TEE (FE x FE) 0-rz X B'TEE rMJ X FE) ©---8' DR/4 PVC C-900 PIPE PER CITY OF NEWPORT BE/CH STD-/05-l AND ST D-/06-L CZ)--IZ' x IZ' TEE (FE x FEJ ©---CONSTRUCT fWATER SERVICE PER CfTY OF NEWPOW BE/CH STD-502:-l. CONNECT TO EXISTING SERVICE METER 0-/6' x IZ' ECCENTRIC RE/JJCER (FE x FE! ©----/6'(FE x MJJ MJ#'TER @--Z'COMB/1/ATION AIR RELEASE AND VICiJU/1 VALVE ASSEMBLY PER crrr OF NEWPORT BEKrl STD-515-L @---16' DRIB PVC C-9'.15 PIPE PER crrr OF NEWPOHT BE/CH STD-I05-L MD STD-/06-L 0---16' X 6' TEE /MJ X MJ) Gi)---/6'cLASS 150 /MJ X MJ) BIHTERFIY VALVE WfTII V/JJ.VE BOX AND RISER PER crrr OF 1/EWPORT BE/CH STD-508·1..STD-5/0-L-C MD STD-511-L ©--6' CLASS 150 IMJ x MJ) RESIUENT WEDGE GATE VALVE WfTII VALVE BOX AND RISER PER crrr OF NEWPORT BE/CH STD-508-L. STD-5/0-L-C AND STD-5/n 0---REMOIE AND REPUCE EXIST/1/G CURB,GIJTTER AND SIDEWAU TO NEMEST .KJINT PER CITY OF NEWPOFrr BEICII ,TD-IB(H AIID STD-I82-L @--16' x 8'TEE 1/IJ x MJ) <ir-16' X ~ ECCENTRIC R~OOCER /FE X ~£) i ,......_ -•••' • ,..... "• ••. •• ~ ~ ••• • "'--, •• k• _.,._/ ~ 8'CLASS 150 iMJ x IIJ! RESILIENT WEXE GATE VN..VE WfTH VIIJ..VE BOX NID RISER PER crrr OF NEWPORT BE/CH SfD-508-l. STD-5/0-I_-C NID STD-5I1-L @-8' x 8' TEE /MJ x MJ! @-8'!FE x UJJADAPTER ~ 8' 90' El.BOW (FE x FE) __ @--/!(FE x IC) ADAPTER C(JJPLING ®---IZ' PVC DR/4 x ACP (ROUGH BAIIRELJ TRNISfT/ON COUPUNG ®--6' 45' £1.B(N/ /1,/J X MJ) ®----CONsrRUCT Tl/RUST BIJXK PER CITY OF NEWPORT BEICII STD-5/0-L _ @---16' X 8'TEE (MJ X FE) __ _ _ • ~----..,-------.--...._.•---•~.._.,-- . ..._..---,••••~-~-••••~•-• -., ·•• '·•v--' ( £ ~ l2'x f-6'D/(PE X PEJSPINDLE wrrH IZ'MJC#') i...; --. • , ., . -, ·. . -r • ~ IZ'4SElB(NJ /FE x FEJ --• , __ / ©---12' II¼' EI.B(NI (FE x FE! @--11?/FE x MJJMJAPTER @-12'D Ix ICP tRfXJGH BAIIRELJTRANSfT/ON COUPUNG @--12'D.cP .. CUSS 52 /PE x PEJ @---8' MJ PWG @----8' MJ CN' @--8'C#',SllfTH BLAIR SERIES 482 OREG/JAL @---IZ' D.I.P .. CLASS 52 (FE x FEJ @--8' 22 ½°EiNNi /1,/J X MJ) @>-RE/IOI£ NID REPLACE EX/Sf/NG CROSS GUTTER AS REWIRED FOR CONSTRUCT/OIi PER crrr OF Nf'IIPORT BE/CH sr D-I85-l. Gfr-RE/IOI£ EXISTING 6'GATE VIIJ..VE FRO/I EXISTING 8' A.C.P. WATERUNE . PWG EXISTING PIPE WfTH CONCRITE @---IZ' x 6' IMJ x FEJ TEE @>-6'CLASS 150 /FE x 1,/J) RESIUENT WEDGE GATE VAJ.V£ WfTH VALVE BOX MD RISER PER CfTY OF NEWPOFrr BEICII srD-508-L. sr0-5/D-l-C MD STD-5I1-L ®---8' 11114 E/NNi IMJ X MJ) ~ //?CROSS /FE X FE) ~ IZ' x 8' ECCENTRIC REDIJCER (FE x FEJ ®---8' x ~-17 D.I.CLASS 52 /FE x PE! ___ ®--8' D.Lx ICP IROIJGH BMREUTRANSfTION CWPLJNG ~--~ ~,,-~-..,,------.......--------, Q-EX/5r/NG 'fG-'S UN£. CONTR!CTOR TO REIJXATE AS REQIJ/RED FOR CONSTRUCTKJN 0-crrr SHAI..L IN5rAI..L TEMPORARY SERVICE 8(P,6SS PRIOR TO CONSTRUITI0/1 01/ LATERAL ,;~ ([j)-~~~-;~~is~~~~!l!J •• -@--12' DRl4 PVC C-900 PIPE PER crrr OF NEWPORI BEACH STD-/05-L AND STD-/06·L fc fil @-=-IZ' X IZ' (MJ x FE) TEE ------~-, fil ®--6'(F£ x /IJ!AD#'TER ------~--,.--,,-~·-·, ___ _ ( ffi ©---//?CLASS 150 /FE x /IJ) BIHTERFIY VAJ.VE wrrH Vtll.VE BOX NI-;; 0----R£!,l(N£ CONFLICTING POHT/ONS OF EXISTING WATERUNE 0--POST TEMPORARY 'NO Plif/K/NG TCJII ;w/JJ' ZONE' AT /IXY 011 CENTER @---8' PVC DR/4 x ICP (ROUGH 8ARREU TRNISfT/ON COUPUNG ©---6' DR/4 PVC C-900 PIPE PER CfTY OF NEWPORT BE/CH STD-/05-L AND ,TD-/06-L -~----..,,...,.--..... __ ,,.. --~.---...-~ -. ' .. , ffi @---ff Slff.1/E 7YPE COi/PUNG IPVc x PVci') \-~--,,·---.f-.. ·-. '-~--~~ ----.__ -._ .. ___ A.._ --,-.~.,,...___,,,,r- ) RISER PER CfTY OF NEWPOffT BE/CH STD-50/J-l. STD-5/D-L-C • MD ST {)-5/f-l ' 1 fil ®--R£!,l(N£ INTERFERING PORTIONS OF AI..L EXl5r/NG WATER Ml/JI/ f' INCLUDING VIIJ..VES. BENDS. TEES. NID THRUST BIJXKS ' fil @---CONSTRUCT f/ FIRE l«DRANT ASSEMBJY PER CfTY OF N/PORI ''-, BE/CM STD-500-L ·, -@-8' 45' El.BOIi (MJ x MJJ '<~ __ ,.._,.._ __ ....___ ... ,•• ,.._ ·--"' '...___J''-,.,-•-----_,A-"AS -BUILT" C-3004-M BASIS OF BEARINGS: BASED ON AN INVERSE BETWEEN O.C.E.M.A. G.P.S. POINTS 6263 AND 6264 LOCATED AT 15TH & CATALINA ANO 15TH & IRVINE AVENUE RESPECTIVELY BEING S 49'20'31' E BENCHMARK: O.C.8.M. CM 26 77 ELEV. 93.366 ADJ 1976 IN THE SOUTH PART OF THE INTERSECTION OF SANTA ANA AVENUE AND 15TH STREET; 42 FEET SOUTHWEST OF THE CENTERLINE OF 15TH STREET,28.3 FEET SOUTHEAST OF THE CENTERLINE OF SANTA ANA AVENUE, 1.4 FEET BACK OF CURB FACE, 10.7 FEET SOUTHWEST OF THE SOUTHWEST ENO OF THE SOUTH CURB RETURN, lN THE TOP OF A CONCRETE POST, ONE INCH HIGHER THAN THE CURB. B/96 8111195 7119195 7119195 DATE J.A.L. & "AS -BUILT" J. L ~ REVISED AIJGNUENT J.L &. REVISED PER ADDEN/JJ/1 NO. 2 J. l. 6 REVISED PER MJDENDIJM NO. I BY DESCRIPTION REVISIONS APPROVED "' ~, j -:.,~_,,,_.,.- t-\{.•1:, "$ ,,.,,•~t,.,,. %1M 1-r.<,--~~ ,,~-'Jli~('f;-'l OATE ef,-/2, -'l!:! ... ,;-" :J:,, APP'D DESIGNED DAAWN J, LOAGUE S. PATTINSON CHECKED DATE J. MORENO r~KM CONSULTING ENGINEERS REACH 4 -36-INCH WATER TRANSMISSION MAIN -PHASE 1 GENERAL NOTES, VICINITY MAPS, CONSTRUCTION NOTES AND ABBREVIATIONS CITY OF NEWPORT BEACH UTILITIES DEPARTMENT W-5242-S SHEET 2 OF l I ,. z :r: 0 r 0 n " m 0 ~ ~ □ m n ~ rn < ~ a < z -rn m n 0 ' 'a rn • < n z _m n • C cl D z ;; n i I D 5 D " m 0 0 D D 0 ~ m 0 n ~ rn < z 0 C z < m D 0 " 'a u > ,; D z )TI n ~ 0 D z ,; " i;; 2 I 0 5 ~ n 0 D '!l 0 m 0 D !l rn < ~ 0 < z -rn m • D □ ' 'D rn ~ ,;; z ,m n I> r ~ 0 D z ;; " ~ z :r: 0 r D D n m 0 0 D D 0 " m 0 n ~ m < z a C z < rn m • n □ ' I , • n )TI n I> r ~ 0 D z ;; -j .. ' . . I • -. -/.-- ' ... ' .. i . . . --J • L - - 12' WATERLINE RELOCATION FOR PLAN AND PROFILE SEE SHEET 5 FOR DETAIL SEE ffi ~RIW 8' PRESSURE REDUCING ST AT/ON LATERALS. FOR PLAN SEE SHEET FOR PROFILE SEE SHEET 4 I , I ·: i; i I - L • ·--• -.r -_,-: ----,------'-----,----~--'--+~--------. '! ----f--i-i----'-'-'--'--'-----+----'--i----'-------'"-'-'--'-----'--'-----'--'--'-----,--'-----'-i--~-'-~~------'" _-,:._~----.. c· ·--' ' --i- I " __ -•- 10+00 i<1 ,:, 'I 8 ; 41" I . I I ,:. ; I ' .. '! ''.. 1 I. 0 I I +00 /(f ST A 10+56.00 ·- ' i-- 12+00 13+00 I 3 14+00 EXISTING CURB AND GUTTER EXISTING SIDEWALK . ---,-£::. _ _._.,._, __ 15+00 j it..-~, CJ. S.S. HOUSE ' CONNECTION \/-,._, PROF I LE SCALE• HOR I Z. VERT. ' ' I" =40' I " =4' 16+00 6" Cl. EXISTING ;r------~---, STA 15 + 7153 17+00 ' I. r • . '-• 18+00 ; . -·'-· -1----~-'. C. L ,, +· ,_ • -i" :·!- -j __ -·:1 -_J-- -1 - -' - 19+00 8' FIRE SERVICE LATERAL STA/+56.00 --:- , C •• -+--- T . ·j ..• ' ----i • ---·!· -----I ... "-I -;_ l -- 1 ·-{-:.·· - ----.t ·_ L -J.. _, ·- •• ' -+-L -l t . • f-r-· •---;-- --1. -• l --: ,. 1-·- 20+00 CONSTRUCTION NOTES (j)-16" 45· ELBOW (MJ x MJ) @-8' CLASS 150 (FE x MJ! RESILIENT WEDGE ~ GATE VALVE wrrH VALVE BOX AND RISER PER CITY OF NEWPORT BEK:H STD·508·L. f-STlr510-L·C AND STlr51 /-L lJ..J (j)--s• DR/4 PVC C-900 PIPE PER CITY OF ~ NEWPORT BEACH STD·l05L AND STD-/06-L. V) (j)--1zx IZ'TEE (FE x FE) 8' FIRE SERVICE LATERAL FOR PROFILE SEE lJ..J @-16" x 12' ECCENTRIC REDUCER !FE ~ @)-16' (FE x MJJ ADAPTER x FE) SHEET 5 R/W .",",·: ,,., ... --.--<" I I I ' ~ @-zcoMBINATION AIR RELEASE AND VACUUM VALVE ASSEMBLY PER CITY OF NEWPORT BEACH STD-515-L , <: @-t6' DRIB PVC C-905 PIPE PER CffY OF ( . ' --~~, ~ ( \ ~ ::::J NEWPORT BEACH STD-/05·L AND STD-/06-L . lf -'=+---t--~ •• _,_· ·.,,,12.s-·~---Ii. IJ-S 49°f>:1'56"£----f.4--r, I ) ll f i J.I '·,:~ -ll;J.~-c--°'=:,,,+-"';l,L-----/!jl '~•--·~,~·'.:_'"_""'.,.c.'CC]".'J··· .R· l ®-:;ti~t:~0 ~i; X:;) !tZrt~: ~:;::~F j;;{-~---~---,t,---.1p,-,-,-..,,.--__,__,...,._..,..~,.,-.,-.. -.. --,_ ..... .___,__,,....,.,..._....,P"'+--•-...,.• ~:;~::::;:::-_~i=-~-~--=+~ .......... "P'!l!l-----------+-----=--..it;-,.-➔---~~~11---.....,+-'I""'--........ =--.. -+➔---"'"""«i f-NEWPORT BEACH STD-508-L. STD-510-L-C 1 _,... ·-, • • -. ,_ <""I" AND ST D-51 1-L ~ . ," \ \: s • \ l'll..:"l-.---::;~~At2!Axrst1l;:; ~. -• .~ • ........ ,," i @-REMovE AND REPLACE Ex1sr1NG cu RB. \ ,, • I ·' \ •• ., ' , • • • •• -· ;--,._ ct·"'': ' GUTTER AND SIDEWALK TO NEAREST ,.: ,,.-.s,----.,.,-,,,.,--·•~·· .. -.,:-. ,-,.,,--,,-~--,--'· . ., .--+-+-1-_ ... _.,.,_:·-.::'·=:'°;1 •. •, -_;: •••• r'.;,,,., ... , -....... _'-... -.. --i JOINT PER CITY OF NEWPORT BEACH -'=RI~ ~-ST A /0•89.00 I I ST A !0•63.57 14 L RIW EXISTING SIDEWALK EXISTING CURB ' C) STlrlBO-L AND STD-182-L 23 @-t6' x 8' TEE IMJ x MJ) , , I • 60' ST A /0+40.44 -rRAc-r J -4 J 8b EXISTING SIDEWALK EXISTING CURB AND GUTTER 15TH STREET 3 12 14 ST A /5+16.09 5 I ->i I 60' 30' I ST ANDREWS ROAD ST A /5•97.47 ~------, 14 r~KM MD GUTTER C }-J LJ R C }-J 8/96 J.A.L. ,o ,o "AS· BUILT •• /6' WATERLINE STA /8+54.70° 8" FIRE SERVICE LATERAL STA/+00.00 EXISTING 8' AC.P. WATER TO BE N3MDONED IN PLACE 0 ,o SCALE IN FEET I ir1ch .:c 40fl, ,o "AS -BUILT" APPROVED REVISED ALIGNMENT REVISED PER MDENDUM NO. 2 /19/9 J. L 10,, REVISED PER ADDENDUM NO. I C) @--coNSTRUCT THRUST BLOCK PER crrr OF "' NEWPORT BEACH STD-510-L ~ @---16' x 8' TEE !FE x MJ! <:{_ (!!)--a• MJ PLUG ~ @-8' CAP.SMITH BLAIR SERIES 482 OR EQUAL - (£@-CONSTRUCT 6' FIRE HYDRANT ASSEMBLY PER CITY OF NEWPORT BEACH C-3004 _M STlr500-L REACH 4 -36-INCH WATER TRANSMISSION MAIN -PHASE I WATERLINE PLAN & PROFILE FROM STA. 9+97.29 TO ST A. 20+00.00 /RV/NE AVENUE CONSULTING ENGINEERS DATE BY DESCRIPfl~N APP'C, DESIGNED DRAWN J. LOAGIJE S. PATTINSDN CITY OF NEWPORT BEACH UTILITIES DEPARTMENT W-5242-S REVISIONS CHECK,D J. MORENO DATE 6/12/95 SHEET 3 OF 11 """.--~1:,·: ~ ·::-~ ·~~~ • 1--,_ . ·-.. ·--i:~·-··-1-_,-_ --- -·· -~·-·· -'··· ·r- ;:":: · i:~::: ... :.. ~::.::1---: ·:::· -- ------:----·--~--,---- -_ -._:t.-.. -+-;. :-J __ c:- ___ - -:±-:- _·: ·: t -_ j._.::. • :::~·.:.:.t::·· ... -- --. .J;~; .. :,:::=J:-: ':_::;: ___ : ::--: -+-· ----- ~<-f~:~:..~L:~~ ~--~~-= :~--~:·:·:--·-:::.:.±·. ::::J· .:·:-r:--·::t -__ I-_::·-::--~:· ---! .. ~: 1~::1 : c'l ::·-- .::,;:·ir~ ~ .. ~-~=:~-.~-:-~_ ~-~-:~ _:.:: - ·:::_~~l::.: ::j ~:~--t--·-~ -- - -----.---::+---· ·+--·-- : :: ::: :.~~~-~J.:::. -J:---~ ,-.. :::.;-::·.:::: ~-:-.. :.1~~: _:f -:f ~-~= .----=~ t-::: -- -i -T--.: -.:· _·_ c.3=::_J=;~ -_,. :-.:::t.-.: I --· ___ :r- ---I -- •• "F-::·'.--,.:=::.:f:.:_-~ --,..,.___ - C -... --. • -1--- ·:.::±.··: : .. ::_--~ --~--_--~::-_:~ ---' ---~-_,:t·-: ---..---- r ' --- ----__ _L _--j" -- ---.,. - -,_ -··I--· ---f-· • -r - --' +- ---~::·c..: •• ::t,:::·1:~-l=-;_·_· -.-~. _--· ,. ---,-·-- t----' ..... ~ ·-··· ---- :: 20+00 21+00 N£W?oR-r J-JJ-\RBOR UN J ON J-JJ GH SCHOOL CLAY STREET --- I --- 22+00 SCALE IN FEET I lnch " 40 ft. --j.--+•- -----+----~----· L -,:--:·r:-_::-.:::::r --+- :-=-~t~~T-::: __ t:·.::::~· --.. : .. -+::-~=:·:· :-::··-~:: • --. --- ---:--._ 1-~-~-t=::_:: :::~_:._ ~-:.-: ·::::__:::f .. .1::..· ___ ,-:....:.._ ---_---t_: ---·---f-- . ··I-··--··· .,... ... : .-_~ .. _---~-/~~~~ : __ ,-.-. ±.d ·=:_: -~: --:.~]-: ·-. :A\-.:-l 23+00 I 2 4 + 0 0 \_\, , & rJ) 25+00 ------J--.,., SIGNAL ROAD 8' SIGNAL ROAD LATERAL FOR PROFILE SEE SHEET 6 0 r • -t- --j-:::t:-· ··=t.~: . .,L ..... . ·--"-·:..:t=-:: --....;:. __ J_ 1-: •• -t - ,f---~- " """ .. ·-----+ ----l-. -- --.:· ~;_:...:·--t - ; -"t----.. _a ..... __ ---_7 ,_:,::-~§- _, --:::-!----. 1-- (· -~ ------.. ->::- ' ..,.. --.. i' --+----'--- ;:..·----_-t ,--+ .. :;---~*~~!--:=-~ • ___ J--~~=r:-.. .:.~~T- .... - "'---L---- -+ ---_,,_ - + --- -----.. . ·- ----' ···- _,-_ - - --,- ·!---·----er:-_ 1 - - I - + -f - --.-- +- ----- -·--t----,--- -.-J.--.. - - ----r ---,.... .... r-·--· -···· :. j·· ,- --·-·------. . -· :~---~~ £·:: • -i---j··: --,-.----t· ~:·. -__ -:--- - -1-----r ·---+--------1 -- ··--•!- --~ -t -·t---· ,-· --r--·---;----· . - + ---t-=-.:.-.. ~ 1. --·---. __ =-.-t---i~ .:.:.· _: "-···"T"· ' - ---\- --Le. -- -- --+- --r· -----_,_ ····-f - 1+00 2+00 3+00 CONSTRUCTION NOTES ©--8' DR/4 PVC C-900 PIPE PER CfTY OF NEWPORT BEICH STD-I05-L AND STD-/06--L @)--CONSTRUCT r WATER SERVICE PER CITY OF NEWPORT BEN::H STD-502-L CONNECT TO EXISTING SERVICE MITER ©--16' DRIB P.VC. C-S/05 PIPE PER CITY OF NEWPORT BE N::H ST D-I05-L AND ST D-/06-L @-16' X 6' TEE IMJ x MJ/ ®---16' CLASS /50 (1,/J x MJ! BUTTERFIY VALVE WITH VALVE BOX AND RISER PER CITY OF NEWPORT BE/CH STD-508-L STD-5/0-L-C, AND STD-511-L @--6' CLASS 150 IMJ x MJ! RESIUENT WEDGE GATE VALVE WITH VALVE BOX AND RISER PER CITY OF NEWPORT BEN::H STD-508-L STD-5/0-L-C, AND STD-511-L ©-REUOVE AND REPUCE EXISTING CURB,GIJTTER AND SIDEWALK TO NEAREST JOINT PER CfTY OF NEWPORT -~ BEN::H STD-I80-L AND I82-L /--., ·~-·,.-~_ ---. . ' . ,· - / ill Gi)-:-16' x 6" ECCENTRIC REWCER /FE x '!_!_,,-, , ~ 8' ciAsS -150 ! MJ x MJ) RES/UENT 'wEDGE GATE VALVE WITH VALVE BOX AND RISER PER CITY OF NEWPORT --------BEICH STD-508-L. STD-5/0-L-C AND STD-5/1-L ~-------·-----. ·-@--16' x 8' CROSS /FE x FE!-------,_ __ ,_ -v--, -, -__ @)--8' PVC DR/4 x KP IRO/JGH BARREU TRANSITION COIJPUNG \, @--6' DR/4 PVC C-900 PIPE PER CITY OF NEWPO/lT BEICH J STD-I05-L AND ST D-I06-L ; ill ~ 6: Slf!v___E T}'Pf. COUPUNG ~PVC x PVC! / @-= CONSTRUCT THRUST---BLOCK PERCir7oi---?iiwPORT BEN::H STD-5/0-L @--8' MJ CM' ©--8' 22 I/Z-ELBOW IUJ x 1,/J) @---REWVE AND REPUCE EXISTING CROSS GUTTER A5 REC/UIRED FOR CONSTRUCT/ON PER CITY OF NEWPORT BEKH STD-I85-L ©--REMOVE EXISTING 6"GATE VALVE FROM EXISTING 8' , -----, A.C.P. w___ATERLINE. PWG EXISTING PIPE WITH CONCRETE. . ----~✓ --... ~---✓------...,_ __ _ , "& @}--6'45'ELBON (MJ x MJ! -,--~-. -, ___ -,-_ -.---- -, & ®--6' PVC D/l/4 x ICP (ROUGH BMRELJ TRANSfTION COIJPUN:_j ·---~" --"--... ___ ..... __ '· ·--·· '-.• -..____ 8/96 J.AL r~KII l'Jlll/95 J. L V //9/P._ J. L In I I ' : 13' 37' 30' f I\ ( ili -\ /0' 11' A.G. PAVEMENT~ SIDEWALK /_ CURB AND GUTTER ' I -I - ' , .. ' I ' I ' I 6' TYPICAL STREET SECTION SCALE: I' • 10' ' i , 27' 27' 32' CURB AND 40' ,r • 0 Tf P!CAL PAVEMENT SECTION AC. BASE A g Cf ' i ' "AS -BUILT" C-3004-M _, AS -BUILT -· REYISE/J A/.JGNMElfT REVISED PER ADDENDIJM NO. 2 APPROVED J . J ll/ ,i ,,,.-;-ti-JI, ,,/, REACH 4 -36-INCH WATER TRANSMISSION MAIN -PHASE I CONSULTING ENGINEERS V //9/9! J.L /!:, REYISED PER ADDENDIJM NO. I WATERLINE PLAN & PROFILE FROM STA. 20+00.00 TO STA. 24+13.39 av DESCRIPTION APP'O DESIGNED J. LOAGUE REVISIONS CHECKED J_ MORENO DRAWN S. PATTNSON DATE 6/12/95 CITY OF NEWPORT BEACH UTILITIES DEPARTMENT W-5242-S SHEET 4 OF 11 ' j - -f • r --: ---__ :--.: .. . -·-· ,_ ' --. -' .: . --i _ _ t ' ' ·; . ' ' ' --: -----' ---·,. --•; -·--·; ----. ·---• ' • -:--:_ ' ··'-·_·+ ·L_:· -;----_\ . -. • ---• , ' f ,. -.. -,- !_"" ' _, .:; -:.v·----+---- .. . . ,-• -i-. ·---,-_·_;-· , ___ ,_, _____ ·1·· ·'· ---. -'-·-.·,,· ··.··.· :_. t....-·-·-·· '' . .1, .• r~ • '.. • . : -,__ . '. _ _.-( -_, __ ., ' --_-_:-~ ~ • -, --• ,. : -, . -,--·· .. ' . . .., ·---,--.,..+--''--cc--'-'':-c, __ ·-,--,--~-,.,+---'-c,---'f'---cc--:-c---'---"--'''----''--'--·~--'+--'·c..;._ • ____ ·c.:;._.c;·'----'--'--'-f'---'-'---.c_--'-+--,+--<--'--'---' '--1'---'--+--c"--'-"'--''---,---,--~·cc_ ··---+ -cc":'"--··_c_~~'------:c-c--tc-'-' ···'c--'c---:t-'~--'·:-:_ ---..,··.::\· ... .,r-;!,·,c.· ·,i_;:;;:::+-«l& . .,· -:::_··+' -'·-'•:1-r,,.,. .. ·_·f·"':: '•.;,=."'1f:--'-'c--'+--C.C.--'f:---"-rC.C.1C:~-.,.·..,+'•.,.·c.-:r-:--:'-'''"•--,+-_cc.···+--''---'-'--'+-"-:'-'-'':--'·-'.,··-:;.;__· ..,·f-r-·,-·'--':-'I ;_,..,.h_:_.j-·1--\ ------· _i_· ---i ~--, _ :_~ --_:_ : :-_ ----:-·_: ______ ,__ :;:-~-1: .. ::.-::-.· --_-.· -i--_--:~--:·:~-----~:-,;--_~-J-~-~-;__-~:-~·r: , I ,-, ' _,. _r_·_. _, t ' ---· . -_ -, . -:.:: ' i .: . -! ··f " \ • __ --.. , ' "J. 31 1--"'ST'-'A.-"-'--~""27c,.:;.O"""O'----, / ) 30 ST A. !•46.00 / t-'-c-1 --1 49 48 33 STA 1•58.JJO ,> 8 fl\ 8 3 55 z ,f---'ST'-'-'-A'"'f'-'+ 7--"8=.0=0__, PROPOSED 8" PRESSURE REDUCING STATION LATERALS FOR PLAN SEE SHEET 8 FOR PROFILE SEE SHEET 4- i .. -- 1+00 /RV/NE AVENUE ' ' ' ·:·;}- '\')_ ' 'Io, i ii ) . !! ,, f82' • ' 1 ~-:«· ,, ' i ~-f\ '): J: 4/1 " :~;_ i' 2+00 3+00 . , PROPOSED 16" WATERLINE ; £ SEE S1/EET 3 )Tj " ·1 ~-~----. ',;, c'iS ' ,:,,\2-_ •• ,,.:'·i" , • ,,.,, -----.,_ e.;_'_ •, ' ' .,. ' ' R/W ST A. /•97.00 I 8 7 33 15TH STREET / , ____ ..... CONSTRUCTION NOTES 0---B" CLASS 150 (FE x MJ! RESILIENT WEDGE GATE VNVE WITH VALVE BOX AND RISER PER CITY OF NEWPORT BEACH STD-508-L, STD-510-L-C AND STD-511-L ,,.,--.~~ ( £ ~) • ....._ __ ..,.,_ __ --------/"'o..._/ ®-8" DR/4 PVC C-900 PIPE PER CITY OF NEWPORT BE/CH STD-105-L AND STD-106-L (i}-1z x IZ' TEE (FE x FE! @--12'' DR/4 PVC C-900 PIPE PER CITY OF NEWPORT BEACH STD-105-L AND STD-106-L @---IZ'CLASS 150 (MJ x MJ!BUTTERFLY VALVE WITH VALVE BOX AND RISER PER CITY OF NEWPORT BE/CH STD-508-L, STD-:':,/0-L-C AND STD-511-L @-12" PVC DR/4 x ICP (ROUGH BARREU TRANSITION COUPLING ®--CONSTRUCT THRUST BLOCK PER CITY OF NEWPORT BEACH STD-510-L ®-16" x 8" TEE IMJ x FEJ @-1z 45" ELBOW (FE x FE! ~-B @--12" D Ix ACP /ROUGH BARREL! TRANSITION COUPLING @)--B'MJCAP @--12" x 6" (MJ x FC) TEE @--6' CLASS 150 (FE x MJ! RESILIENT WEDGE GATE VALVE WITH VNVE BOX AND RISER PER CITY OF NEWPORT BE/CH STD-0508-L STD-510-L-C, AND STD-511-L 0 40 I ' SCALE IN FEE- I incr, :; 40 ft. Ir J IIIUII ... 1"911 CONSULTING ENGINEERS 8/96 J.AL v /19/9! J, L t-------i. "/19/9! J. L DATE BV 1+00 fa\ "AS -BUILT " ill REVISED ALIGNMENT ~ REVISED PER ADDENDUM NO, 2 ~ REVISED PER ADDENDUM NO. I DES:RIPTION APP'O REVISIONS 2+00 APPROVED 0 ~~/ U C/llTIES M IACTI 1u) I \_ _ _y.c.E, NO. 45214 DATE (#-H, -"I~ DESl:NEO J, LOADUE CHECKED J. MORENO DRAWN S, PATTINSON DATE 6/12/95 --_--_ ··r·"' -t .. _--, -• ' -- -.. -,- • -"I ---~ .. :-+...::·::f:':" -_: .... --::·: --·t :··_:.--1-- -.. I • -I"" ' • 1· -.--:·=--·-r.- .-_; --- 1--- .. ' L "AS -BUILT" c-3004-M REACH 4 36-INCH WATER TRANSMISSION MAIN PHASE I WATERLINE RELOCATIONS C! IRVINE AVENUE CITY OF NEWPORT BEACH UTILITIES DEPARTMENT W-5242-S SHEET 5 OF 11 1+00 2+00 3+00 1+00 2+00 r~KM CONSULTING ENGINEERS 1+00 8/96 J.A.L. ill .. AS· BUILT .. '/Jllf/95 J, L. ~ REVISED AJ.JGNMEIIT ~,:_,., • ~II' .• -- &,. REVISED PER AfJDEII/YJM NO. 2 t~~ l----+----+-A~--------------------1 ... '/19/9: J. L. I REVISED PER AfJDENOOM NO. I .;'.""""' /19/9! J, L. DATE BY DESCRIPTION APP'D REVISIONS .i:.·::::.:: i-=:·.::::r::: ------.. 2+00 DATE _ _,c,._._.,1t. _.q_,__,5"---- IJ£SIGNED J. LOA.GUE CHECKED J, t,IJRENO DRAWN S. PATTINSON DATE 6111/95 ---+ -,,c 7:?j ----•I--- --l- -----: ::.::· ---~-: ·- -_t_ .... ,-. -----+·-···,. ---- r-----r----+--- r - -----. - ----. +---.• I--- -- c--- " AS -BUILT " C-3004-M REACH 4 36-INCH WATER TRANSMISSION MAIN PHASE I WATER LATERAL PROFILES CITY OF NEWPORT BEACH UTILITIES DEPARTMENT W-5242-S SHEET 6 OF II /) I / ( /' { / ST A. !•97.00 \. (j_ EL 75.50 ,,. )'§ ,-C) ; .:. ) ~ 36 : ( . ' - (,, . ' .. '.• ·~ • " ". .(I • ".' 8'-0" ,, . .,. • I> ... I>·.".·". b"-~A .Q • • • " • ~ " • • " • • " EXISTING AC.PAVEMENT J • ' . • , 33 I . .• 0 .' , . . . 0 • • ; a .• ' .. •. '' • '-...._ I ) \ ) 12-INCH WATERLINE RELOCATION SECTION A ) ) SCALE: ½" • l'-0" 8 CONS'TRUCT!ON NOTES ©--8" DR/4 PVC C-900 PIPE PER CITY OF NEWPORT BEACH STD-105-L AND STD-106-L 0-12' x 12" TEE (FE x FE! (JJr-16" DRIB PVC C-905 PIPE PER CITY OF NEWPORT BEACH STD-105-L AND STD-106-L @--tz CLASS 150 (MJ x MJ) BUTTERFLY VALVE WITH VALVE BOX AND RISER PER CrTY OF NEWPORT BEACH STD-508-L, STD-5/0-L-C, AND STD-511-L. @---CONSTRUCT THRUST BLOCK PER CITY OF NEWPORT BEACH STD-510-L @--8' x !'-6" DI (PE x FE! SPOOL W/ 8' BLIND FLANGE EXISTING 8" A. C. P. I L EX/STING 30' x ¼' WALL CML&C STEEL PIPE ~-------,-----7 I \ ! / \ \ ) I \ ) \.. ' / ---,L ---------_L -------------'\----- / i \ \ J "-------1 ,------ EXISTING 8" A.C.P. / EXISTING 8" IALVE PROTECT I PUCE CUT AND REMOVE CONFLICTING PORTIONS PLUG CUT ENDS WITH CONCRETE /~/ / /) / _/ / / / / / / / // / / / / / / / / / 33 / _/ / I_/'// I I ( I I I I i I I i I I i I ldJ ' I t. • I t. • ,, " ~ ! 1· •6 J_ -= ST A. /5•71.53 /7 /6" PIPELINE /NV. EL 72.50 12 ! f---------------, EX /ST/ NG 8" x 8" ~-_:__:---_:__:-----___:-----___:-_:__:-___ -___:-----_:__:-_:__:-___:-_i'.r --- TEE, TO BE 5':;~'1-:.:: \ REMOVED ~oo-2I \_ ~ Er~-1 EXISTING 3• A.C.P. TO BE ABANDONED EXISTING 8" VALVE I ! I REMOVE CONFLICTING PORTIONS PROTECT IN PLACE I ! I AS REQUIRED FOR CONSTRUCTION. I I I PLUG CUT ENDS WITH CONCRETE 1:~ 1_1 I EXISTING B'A.C.P. <_ '----' ( ' \ ,, r / ; > > I ? I ) ' ' f ( ; / ' l ? I ' > /" I 1 / I ,, ,-,-./ .,-..~---.....,..-•--... ~ EXISTING 30"x ¼' WALL ~ : / CML&C STEEL PIPE ..----------f---1 _______ 7' ,_r' I\ i /\ /' I / i \ I --7/ --------i----------'<'1--- \ I / \__ ______ l EXISTING VALVE (PROTECT IN PL/CE) 8" CLASS 150 (MJ x MJJ R.W. GATE VALVE WITH VALVE BOX AND RISER PER CITY OF NEWPORT BE/CH STD-508-L, STD-5/0-L-C IWD STD-5/1-L 8' (MJ x MJ) SOLID SLEEVE /0 EXISTING 30'x8' STEEL TEE ST A. 23•70.37 ) 0----7) ( ~--_ _) @/ 24 i <, ' ( ', \ l, { I I ) ) ) • ' J ' ! ' \ f i, i l I ' ' • i I EXISTING 8" A.C.P. CUT \ AND REMOVE CONFLICT/NG PORTIONS /6' WATERLINE STA 23•68.07= < 8' SIGNAL RD. LATERAL ST A. !•00.00; ~ PLUG CUT ENDS WITH CONCRETE 8" SIGNAL ROAD LATERAL FOR PLAN SEE SHEET 4,FOR SEE SHEET 6 !NV. EL 74.52 \ PROFILE 16" WATERLINE CONNECTION DETAIL @ ST A. 23 +68.07 ~2---..... SCALE: ½" = 1'-0' 4 '·..._~,.__,....._/,-.,A.___..,___./ ~~---~_,,J "•-",/~,.r-·-· ,,~"" J @-t6" x 6' ECCENTRIC REDUCER (FE x FE! ®-!:Z' 45" ELBOW (FE x FE! ®--tz II ¼0 ELBOW /FE x FE) ®--!:Z' (FE x MJ) ADAPTER ST. ANDREWS ROAD LATERAL DETAIL I (]Er-8" CLASS /50 /FE x MJJ RESILIENT WEDGE GATE VALVE WrTH VALVE BOX AND RISER PER CITY OF NEWPORT BEACH STD-508-l, STD-5/0-L-C AND STD-51 /-L. @)--8" /FE x MJ! ADAPTER @--16" x 8" CROSS (FE x FE! @--6" DR/4 PVC C-900 PIPE PER CrTY OF NEWPORT BEACH STD-105-L AND STD-/06-L ®--!:Z' D Ix ACP (ROUGH BARREL) TRANSrTION COUPLING @---12" D./.P.,CLASS 52 (PE x PE! @--8' CAP, SMrTH BLNR SERIES 482 OR EQUAL @--tz D.I.P.,CLASS 52 (FE x FE! @--tz CROSS (FE x FE! SCALE: ½" • !'-0" 3 r~KM CONSULTING eNGINeeFIS 8 /96 J.A.L. &, .. AS -BUILT " J. L. & REVISED ALIGNMENT J. L @:; REVISED PER ADDENDUM NO. 2 /1919 ,I. L ~ REVISED PER ADDENDUM NO. I DATE 3Y DE SCRIP-ON REVISIONS APPROVED 4621! APP'D DESIGNED DRAWN J. LOAGUE S. PATTINSON CHECKED DATE J. MORENO 6/12/95 "AS -BUILT" C-3004-~1 REACH 4 -36-INCH WATER TRANSMISSION MAIN -PHASE I SECTIONS AND DETAILS CITY OF NEWPORT BEACH UTILITIES DEPARTMENT W-5242-S SHEET 7 OF 11 GAS FOR CONTINUATION SEE SHEET 5 ( 5 + EXISTING 12" D.I. PIPELINE TO BE RELOCATED SEE SHEET 5 -..,, -----..,----., 2,5 , . _ _,,.,-- 0 5 SC ALE IN FEET llnch = ~ ft. 30 10 42" STORM DRAIN (PROPOSED) , TELEPHONE ELECTRICAL 12" WATERLINE RELOCATION STA !•58.00 l:Z'WATER EXISTING 6" AC.P. 8" P. V. C. C-900 PRESSURE REDUCING ST AT/ON LATERALS j 7 P.R.V. LATERAL STA /• 57.82 ' . I ' I " ' J I \ ? I 1 ' I 38 3' I ' PRESSURE REDUCING TAttON LATERAL TA/•00.00 • I ' WATER RELOCATION TA I• 85.00 4"GAS ... ' .I 5' ' I / ( ( I ct: lJ.J !;;; P.R.V. LATERAL 7 33 ,, STA I• 65.82 ~ CUT AND CAP ~. ✓• r-EXISTING 12" ACP 0J ,-........ -.. - /6" WATERLINE ST A. 9•88.93· /2' WATERLINE RELOCATION STA /+97.00 EXISTING 8" AC~P. W ER TO BE ABANDON . PLUG I CUT ENDS WIT CONCRETE P.R.V. LATERAL STA I• 80./5 + 7 33 I I I I I I I I I I I I I TELEPHONE - JUNCTION BOX '= (j_ 15TH STREET /6" P.V.CJPROPOSEDJ SEE SHEET 3 NDERGROUN RANSFORM R TELEPHONE □ ---------------------------------------------------------------,., ' ' ELECTRI & /" AIR REL EASE AND VACUUM VALVE ~RIW APARTMENTS CONSTRUCTION NOTES @)-8' DR/4 PVC C-900 PIPE PER CITY OF NEWPORT BEACH STD-I05-L AND STD-/06-L (!)--12' x 12' TEE (FE x FE! ®-16' x 12" ECCENTRIC REDUCER !FE x FE! @)-16' (FE x MJ) ADAPTOR @-!2'CLASS 150 (MJ x MJ! BUTTERFLY VALVE WITH VALVE BOX AND RISER PER CfTY OF NEWPORT BEACH STD-508-1- STD-5!0-L-C AND STD-5/ 1-L @-CONSTRUCT THRUST BLOCK PER CfTY OF NEWPORT BEACH STD-510-L @-12' x /'-6' DUPE x PE! SPOOL WI 12" MJ CAP KEY NOTES @)-6" CLASS 150 !FE x MJJ RESILIENT WEDGE GATE VALVE WITH VALVE BOX AND RISER PER CITY OF NEWPORT BEACH STD-508-L,STD-5I0-L-C @----12' 45' ELBOW (FE x FE! @--12' !FE x MJ) ADAPTOR 0--EXISTING 4" GAS LINE. CONTRACTOR TO RELOCATE AS REQUIRED FOR CONSTRUCT/ON lr~KM CONSULTING ENGINEEFIS AND STD-5II-L @-/2' D.l.x ACP /ROUGH BARREU TRANSITION COUPLING ©-REMOVE AND REPLACE EXISTING CURB.GUTTER AND SIDEWALK TO NEAREST JOINT PER CITY OF @--12' x 6' (MJ x FE) TEE NEWPORT BEACH STD-I80-L AND STD-I82-L @-12" x 8' ECCENTRIC REDUCER !FE x FE) (jj)-8' !FE x MJ) ADAPTOR @-12" DR/4 PVC C-900 PIPE PER CITY OF BEACH STD-105-L AND STD-106-L @)-12' x 12" (MJ x FE) TEE NEWPORT ®-l2"CL/>SS /50 !FE x MJ)BUTTERFLY VALVE WITH VALVE @-8' PVC DR/4 x ACP !ROUGH BARREL! TRANSITION COUPLING @-6" PVC DR/4 x ACP !ROUGH BARREL! TRANSITION COUPLING A, '96 J.A.L. 4 "AS -BUILT,. /1//9 J,L. ffi REVISED ALIGNMENT /19/9 J, L. It::, REVISED PER ADDENDUM NO. 2 1---t---+--- /19/9 J. L £ REVISED PER ADDENDUM NO. I DA Tf 3Y OESCRIP-ON APP'O DESIGNED J, LOAGUE REVISIONS CHECKED J. MORENO BOX AND RISER PER CfTY OF NEWPORT BEACH STD-508-1- STD-5/0-L-C AND STD-51 f-L 4611, DRAWN S. PATTINSON OATE b/12/95 "AS -BUILT" REACH 4 -36-INCH WATER TRANSMISSION MAIN -PHASE I PRESSURE REDUCING STATION AT IRVINE AVENUE CITY OF NEWPORT BEACH UTILITIES DEPARTMENT W-5242-S SHEET B OF II " ,; z I ' □ r □ CD " m □ 0 CD CD -0 " 'm □ -CD CD ~ '1 z 5 C z < ro ~ • 0 ' ~ rn t z "" " l> C: ~ □ CD z ;;; CIB ~ C20 (RTJ~ ~I-1v -1 " /50' 1--::r: S2 0:: lJ.J 6 ~ lJ.J lJ.J V) lJ.J ~ -.J j ,, l G C/3 -.- i ,/ CLAY ST. G • • ~ _'!':'~---;!; If LASHING gTI-----i-- ·• 4RROW , . BOARD. /RV/NE AVE _JI_ __ _ C20 (RTJ ~ CIB_._ ___ _ 50' ~t -~ 1-(TYPJ ·1 •• • • • • • C) • ~ s•• •. •· .. --•"-' -II • /2 /3 WORK ZONE 0 I ST JAMES RD. .. '11'-,' A. C/8 , . C/3 TEMPORARY "NO PARKING_} TOW AWAY ZONE" (TYPJ .FOR 6" ST JAMES RD. LATERAL • TRAFFIC CONTROL SEE SHEET II PROPOSED 16" WATERLINE JOO' BUFFER l ·• i . , CffJ -~ . j i i TYPE Ifl• TYPE Ill\ BARRICADE ... BABRICN'J.,E ~-FOR TRAFFIC CONTROL -- THROUGH INTERSECTION SEE SHT JO ~'~ C/8 >- SIGNAL RD. (TYPJ • 0 14 .. • TEMPORARY "NO PARKING TOW AWAY ZONE"(TYPJ • • ~-FOR TRAFFIC CONTROL THROUGH INTERSECT/ON SEE SHEET 10 " • • . -•-· . " 17 ~ • • .. ..• ,. ··•· /8 -~ ••• 1-5i:J (TYP! • .. •. 19 FOR 8' FIRE SERVICE LATERAL TRAFFIC CONTROL SEE SHEET II -1 • ,-.··•---- • ·• I-- Li... lJ.J -.J ~ -.J ~ • TYPE Ill ~-·+. •.• • ~v-_·.. TYPE Ill BARR/CAD£ ~ r •. BARRICADE . . . ' WORK .ZONE lJ.J lJ.J V) -PROPOSED 16' WATERLINE 150' TAPER ---C/3 ST ANDREWS RD. 150' ·I· \ [;J FLASHING MROW BOMD • /50' ~ ·I· 150' ·I Av ~ ~ C20 (LTJ C/8 M ~ --.J KEY NOTES POST TEMPORARY "NO PARKING TOW AWAY ZONE'@ JOO' O.C. ~ • m -+++- • SYMBOL LEGEND CONSTRUCTION SIGN (WATCH MANUAL NUMBERING SYSTEM! PORT ABLE CHANNELIZATION DEVICE. 28" MINIMUM HEIGHT FLASHING ARROW SIGN !DIRECTION OF ARROW SHOWN) TYPE Ill BARRICADE TRAFFIC FLOW ARROW (REFERENCE ONLY! SIGN LEGEND NO. C/3 C/8 C20 W56 DESCRIPTION END CONSTRUCTION ROAD CONSTRUCTION AHEAD (LEFT OR RIGHT! LANE CLOSED AHEAD LEFT OR RIGHT TURN ARROW SIGN "AS -BUILT" C-3004-M r~KM 3 REVISE/) ALIGNMENT S•>1•0,., I--+--+-=;:=---·--· _ -···-6-11,~ £ REVISED PER ADDENWM NO. 2 ;:;_,~ ... , REACH 4 -36-INCH WATER TRANSMISSION MAIN -PHASE I CONSULTING E:NGINEE RS /19/9 J. L /19/9 J. L DATE BY ~ REVISED PER ADDENDUM NO. I REVISIONS ~~-~,.- ;:-., ....... I DATE -~(,_•~1z._-~,-S __ _ .,~"' .. .. APP'O DESIGNED DRA~N J. LOAGUE S. PA HINSON CHECKED DATE J. MORENO 6/12/95 16' PIPELINE TRAFFIC CONTROL PLAN CITY OF NEWPORT BEACH UTILITIES DEPARTMENT W-5242-S SHEET 9 OF 11 TIW-FICl,IXlN 1·11-'°' PROPOS[D 16' WATERLINE 150' ~---.--C/8 FLASHING ARROW BOARD a:: l,J ~ f..-. \1 ' ' 8 ' ' ,, "' ' - G 150' TAPER 0 150' \ • • 25' [iTYP!1 .. c::,~ C\j f..-. (_) ~ ---15th STREET - 150' • -. /5 G E§ a: ~ (cl < :t: Cl ~ ~ -._J C) lJ___ (tJ 150' /50' TN'ER r:±1-- ' i ,, '_ .. t· ___ r:. -i; 'i1 ' -i ' • • ' 1 --, ! ' . ' ' @ ! C/3 , '' -.-- ''-"-Li, FLASHING ARROW jc§OARD 'LO C20 __._ _ _,_ IRTJ C/8 _._ _ __,_ - 12" WATERLINE RELOCATION PHASE I TF?AFFIC CONTROL PLAN - ------, ... ·•--!5th-STREET ·1··----~ 0 --• --•· a '~,-_,, •• -• • • G . -. \ i • ~ :t----+---FLASHING ARROW o BOARD '[l C20 (LT) C/8 • /5 G PHASE I 16" WATERLINE CONSTRUCT/ON THROUGH INTERSECTION g ~ (cl < ':t: c::, V) ct:: ~~ 150' 150' ·1· \ ~1-AV ·1 ~ ~ ~ a~ co C\j f..-. G (_) :::' Iii' 15th STREET • • -:10'r~1-~ . . \. .. • W K ZONE __._ • • ----\. • -,-L • • ... • • /6 TYPE Ill -BARRICADE G t, ~l • e PROPOSED 16" WATERLINE -----1-'!:' FLASHING ARROW t, BOARD '[l C20 IRTJ C/8 PHASE II co G 15cr FLASHING ARROW BOARD C20 • ..,.-!LT) G • • • t8 - 150' /50' 150' JOO' -g TN'ER BUFFER ct:: 1· "" (cl < ~~ ::s c§ lJ___ (tJ r~KM CONSULTING ENGINEERS . -. 150' TAPER [±] > -TYPE Ill -ii( ---BARR/!;AD[ • • • • • •, -,..,~.-,_, ., -.-~-••·s ,01"?],) , ••:·-;:~:•.,,,,~'->':-~•~•::• • • • • -• --' .. it • --,-'47, . L2J ,. -- 0 C/3 --.- ~ ___ __,__ -FLASHING ARRON o BOARD '[l ------------'-C20 (LTJ ~ __._ __ _____.__ C/8 12'' WATERLINE RELOCATION PHASE II TRAFFIC CONTROL PLAN KEY NOTES /50' 150' 150' )ii 15th STREET 0 POST T[MPORARY "NO PARKING TOW AW/:v' ZONE'~ 100' O.C. 8/96 J.A.L. £ ,. AS -BUILT " WPROVEU /II JL J_ L. J, L. & REVISED ALIGNMENT :;;,,,c,~, ,d?"j_ S-Ii· 5 JIDTII 1----1----+---=/2\=2=--R_E_v,s_E_D_P_ER_AD_DE_N_DU_M_N_0._2_---b-~'-'-': l-,::7.:"'-l -~J ITIES ,,. • N-G) %11! ..;"'4'1:•o;f DATE '-·<"l -.c:ra"). I REVISED PER ADDENDUM NO. I .,. -'11 DI TE BY DESCRIPTION Ai'l"O DESl•;Nrn DRAWN J. LOA3U'. S. PATTINSON REVISIONS CHECKED DATE J. MORENO 6/12/95 " AS -BUILT " C-3004-M REACH 4 -36-INCH WATER TRANSMISSION MAIN -PHASE I 12' RELOCATION TRAFFIC CONTROL PLAN CITY OF NEWPORT BEACH UTILITIES DEPARTMENT W-5242-S SHEET ID OF 11 I I I I .. 1 I I I •• I I I I • I I I I . [ I • I I I I I . I I I I I I I I I I r I I I I I I I --I C/3 iL 1~--: --------------- -------- .::A:~ ·k ~ /50' TAPER . ' • --... ,-·,. '"-' ·, • --..... ., ·-..... ·, • PHASE I • f I I I ' I I 811 FIRE SERVICE LATERAL TRAFFIC CONTROL I I 150' 0 TYPE iii 'I I I I I ii I I I I f---'-----1 I I r--r---1 I I ·• I I I I I I I I I I I I I I I I 300' _-_ = --=-=-=-===c=-=13::-1■::11 -l..c=™p;.r:t,l.~~=-3:t::,¥:-:±:=r=::~-=,e~---_---_---_~---_---_---_-=._-_--:__---.--_-_ -_-_-_-_ - - - - - - r ~· • AREA • -------- C/8~ G _ -~-~.,□----_____ □_-_-_-_-_~_-_----/~,p----r--~,------,-?~~===~====;:~~\ I I d, I I I PHASE II I I I I I / I I I I I I I I I I I II/ / I I I I I I . I I I I I I I I f I I I I t I I I I I I o I I I I I I I I 1C/8 I I I ,, -/ / I / ' '8 ~ I /50' 8" FIRE SERVICE LATERAL TRAFFIC CONTROL ---'-__ .J \ \ \ ,/ / • 1/ /4 / /, / /, /C@ / ,. ◊✓-/ ,/· / /'. / /'. ' / / /. I /.27", / I / /~ ,{ A / 1' / '\ '!r , I ' , -----J!:2 1 I / , / ( 1/7 I I r--I I --I I I I I / , /50' I I -c13 /50' I I I I CJ I • / I I I I I I • I I I : • [ j i50'TAPER I '--.-====trn-J I ---------------I r __ , + : 0 •J : r '--;--;11-: 3'x--~----t-:--: ~~ ~ I : \ , 11 \ /"L-I II '-------<f-----x----+ +-----'t'I IWi§. -'---rfTf.111:J,_J.J ---------' ' -------, ' I Ci , \ I I I I I d, I / I I I I I I I I I I I I I I I I I I I I I / / / I I I I I I I I I i I I ! I I I I I ' I -c13 I ~,i'------I-, ) ' I.-'=/,'~~/ '=="==~===-:::::'.4Tf"1'N'"' __ _, I I J I / I I ~ -------------------------------~------------------------- • ,,,,_,. • • ,--TYP-i ----------- I I I ~,~--1-, ) \ FLASHING ARROW BOARD /50' / --------~~---- • I I ·I WORK ZONE ~ I I 1 1 \ \ \ --\ \ \ /50' TAPER I X I I I X I ;.JI I -+--------+ +----~,"t"I IW/§. / I I ------ \ 150' -------------------------------~ -~1 ,-°' 11 I (I{J / I I BARB/CAD~ I I I --------- I ~ I ' ' -------, \ I -. -\ I --Cl , \ I I I r I I I I I I ' I l,1, I 1: I I ! I I I I I I I I I I I I I I I I I I I I o I I I I l I I I I I I ,' I I I ~KM CONSULTING ENGINEERS I I I T-I \ I ---1-/ I I I I _JI I I \ I I I I \ I I I I ;-~ II I j __ I L,. _____ ...... --;::.--1 I ' ~ I I I I I ! '~--,:_-H-nil \ \ o\ \ \ \ I \ ~ I / I \ ' I \/\ ~ \ I l \ \ I I \ J ' \ \ PHASE I I .-\ I _, \ ' \ \ ' ~o\ I \ ST JAMES RD. LATERAL ;:, \ --11 \ •' \ TRAFFIC CONTROL -C/8 "AS -BUILT" c-3oo 4-M 8/96 J.A.L. & "AS -BUILT"-APPROVE] REACH 4 -36-INCH WATER ~~~-· 1---TR_A_N_SM_IS_S_I0_N _M_A_IN_-_P_H_A_SE __ I---. J.L. 3 REVISED ALIGNMENT J. L jg::,_ REVISED PER ADDENWM NO. 2 ---i.cc~"-1 J. L ~ REVISED PER NJDENWM NO. I • I • B\' DESCRIPTION DESIGNED J. LOAGUE REVISIONS CHECKED J, MORENO 46214 D~AWN S. f'A TTINSON DATE 6/12/95 FIRE SERVICE AND ST. JAMES LATERAL TRAFFIC CONTROL PLAN CITY OF NEWPORT BEACH UTILITIES DEPARTMENT W-5242-S SHEET 11 OF 11 ,; z :i; 0 r 0 ill n 0 0 D D 0 ~ m 0 D ~ ~ l 1; 0 ~ z ' ~ 1 m • D ~ 0 ~ ~ ~ < • D z ,m n ,, C 21 !! " ~ \; z ... :i; ~ CJ ' r CJ ~ n 0 0 D D -0 " m □ -D D m ~ < z i5 C z ~ m m • r 0 .. 'jj " " ,; D z !" n l> C ~ CJ TI z "