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Home My WebLink AboutW_5236_S::r: 'ii! u ~ <( __j_ _ _J,f..___!_>ll~/J.l:'.::S:....__::AVf.~. _,..-+ a! w CD z 2 ORANGE COAST C(llEG[ c.:, IQ z f CITY OF COSTA MESA ~ ~ !le >-t- u i ~CTOOIA ~ .., 19111 ST. -INDICATES AREA SHOWN ON LOCATION MAP I VICINITY MAP NOT TO SCALE SYMBOL LEGEND • 0 'l:j 0 POI/ER POLE MANHOLE FIRE HYDRANT METER BOX -~®--VALVE POI/ER POLE ANCHOR f1 MONUMENT -x-x-x-FENCE 0 00 BLOCK\IALL TREE SHRUBBERY ASPHALT PAVEMENT ! ! : L ii I L I ! ;:;:;:;:;:::;:; BRICK\IALK ,, · ' •. · :I CONCRETE ~/Lllcuua BUILDING ----EXISTING C □ NSTRUCTl□N - - --PROPERTY LINE ----NE',/ CONSTRUCTION ---[i,---CENTERLINE ----S--·-SEVER LINE ------II-'JATER LINE ---<i-- - GAS LINE -E--POI/ER LINE -TEL-TELEPHONE LINE -TV--CABLEVISI□N LINE -SP --SPRINKLER SYSTEM :tJ'. STREET LIGHT Underground Service Alert Coll: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG g ~ ~ ORANGE CO. F AJRGROONOS . ~~ ~~ $'~ ~+---... CITY OF IRVINE EWPORJt~~--: BAY 1, CIT U.C.I. ABBREVIATIONS ACP 8.C. C.B. t 0.1.P. E E.C. E.C.R. EXIST. G G.B. INV M.J. P.C.C. PROP. s S.C.E. S.D. S.F.M. STA. ST. LT. ST. STA. TELE V.C.P. w ASBESTOS CEMENT PIPE BEGIN CURVE CATCH BASIN CENTERLINE DUCTILE IRON PIPE ELECTRIC END CURVE END CURB RETURN EXISTING GAS GRADE BREAK INVERT ELEVATION MECHANICAL JOINT POINT OF COMPOUND CURVATURE PROPOSED SE'll[R SOUTHERN CALIFORNIA EDISON STORM DRAIN SE'll[R FORCE MAIN WATER LINE STATION STREET LIGHT STREET ST A TION TELEPHONE "1TRIFIEO CLAY PIPE WATER LOCATION MAP NOT m SCAl.E MGl!ll'AY I EMERGENCY TELEPHONE NUMBERS AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFlC TELEPHONE COMPANY CITY OF NE'M"ORT BEACH (UTILITIES DEPT.) COUNTY SANITATION DISTRICTS OF' ORANGE COUNTY COMCAST CABLE"1SION COMMUNITY CABLE'v1SION UNDERGROUND SER"1CE ALERT NUMBERS 634-0251 895-0221 611 644-3011 962-2411 542-6222 542-3975 AFTER 6: 00 PM 720-4040 1-800-422-4133 UTILITIES DEPARTMENT SUPERIOR AVENUE WATER PROJECT MAIN B APPROVED: DATE: UTILITIES Q.IRECTOR R.C.E. 38799 CONSTRUCTION NOTES (D REMOVE INTERFERING PORTIONS OF EXISTING 12' WATER MAIN @ REMOVE AND REPLACE SIDEWALK TO lHE NEAREST JOINT PER CNB STD-180-L @ REMOVE EXISTING CONCRETE lHRUST BLOCK AND BLIND FLANGE @) INSTALL 12" A.C.P. -CLASS 150 WATER MAIN, TRENCH RESURFACING PER CNS STD-105-L @ INSTALL 12" D.I.P. -CLASS 52 IN 8-MIL LOOSE MlAP POI. '/ETHELENE ENCASEMENT , @ INSTALL 12" FLANGED X FLANGED BUTTERFLY VALVf. PER CNB STD-SOB-L @ INSTALL 12' X 12" D.I. FLANGED BY MECHANICAL JOINT TEE 'MTH CONCRETE 111RUST BLOCK PER CNB STD-510-L @ INSTALL 12" D.I. MECHANICAL JCINT SlHVE Wll11 MECHIINICAL JOINT RETAINER GLANDS @) INSTALL 12" FLANGED X RIGHT TIGHT ADAPTER @ INSTALL 12" D.I. RING TIGHT X RING TIGHT 45· BEND WITH CONCRETE THRUST BLOCK PER CNS STD-510-L @ INSTALL 'll[T BARREL FlRE HYDRANT PER CNB STD-500-L @) INSTALL PRESSURE REDUCING STATION WITH 8" PRESSURE REDUCING VALVE PER CNB ST0-521-L AND DETAIL "C" @) INSTALL 12" X 6" D.I. RING TIGHT X FLANGED TEE WllH CONCRETE THRUST BLOCK PER CNS STD-510-L @) RE-CONNECT EXISTING 2" WATER SER'v1CE PER CNB-STD-503-L @ INSTALL 12" TRANSITION COUPLING (D.1.P. X A.C. ROUGH BARREL) @ INSTALL 12" MECHANICAL JOINT X FLANGE END ADAPTER @) INSTALL 12" D.I. SPOOL (F.B.E.) @ INSTALL 12" X 8" 0.1. RING TIGHT X FLANGED END TEE WITH CONCRETE THRUST BLOCK PER CNS STD-510-L " @ INSTALL 8" FLANGED X MECHANICAL JOINT BUTTERFLY VIILVE PER CNB STD-508-L @ INST ALL 8" D .1.P. -CLASS 52 @ INSTALL 8" D.I. FLANGED ENO X MECHANICAL JOINT 90' BEND WITH CONCRETE THRUST BLOCK PER CNS STD-510-L @ INSTALL a• BLOCK WALL PER C.N.B. BUILDING DEPT SPECIFICATIONS @ CONSTRUCT 4" THICK CONCRETE SLAB @ INSTALL 8" D.I. SPINDLE -45" LONG (FLANGED END X GROOVED END) @ INSTALL 8" HEIIVY DUTY 'v1CTAULIC COOPUNG -STYLE 31 @) INSTALL 8" 0.1. SPINDLE -12" LONG (FLANGED END X GROOVED ENO) .@ INSTALL 8" PRESSURE REDUCING VIILVE (FE X FE) -CAL-VAL @ INSTALL 8" D.I. SPINDLE -27" LONG (FLANGED END X PLAIN. END) @ INSTALL 8" STEEL FLEX COUPLING (DRESSER) @ INSTALL 8" HARNESS RESTRAINT ASSEMBLY (STAR NATIONAL PROOUCTS) @ INSTALL a• D.I. SPINDLE -51" LONG (FLANGED END X PLAIN END) @) INSTIILL 12" LINK SEAL @ INST ALL 01AMOND PLATE ALUMINUM COVER, SPRING ASSISTED HINGED, TWO-PIECE LOCKING COVER @ INSTALL PIPE SUPPORT SYSTEM PER CNB STD-522-L @ INSTALL 8" PVC AIR Vt.NT WITH AIR VENT STACK PER DETAIL "F" @ INSTALL OSHA (Af'PROVEO) GALVANIZED LADDER WITH SIDE RAIL EXTENSIONS @ INSTALL 12" DIAMETER CAST IRON CRATE INLET AND SUMP THE BEARINGS SHOWN ON THESE PLANS ARE BASED ON THE CENTER- LINE OF SUPERIOR A VENUE. BONG N 40'38'03" E AS SHOWN ON THE CALIFORNIA DEPARlMENT OF TRANSPORTATION COORDINATE CONTROL MAP FOR ROUTE "111-0RA (CCM 111.11) O.C.B.M. NB2 7 77 El.EV. 6.584 ADJ. 1976 ON THE SOOTHERL Y SIDE or PACIFIC COAST HIGHWAY, ABOOT 400 FEET EASTERLY Of BALBOA BLVD. \OR SUPERIOR AVE.) ON lHE SOU1Hv.t:ST CORNER OF A 7' x 4.5 CATCH B4SIN, lHE CAP BEING 4.2 FEEr BACK OF THE CURB FACE; SET 'MTH EPOXY. BY OESOllPTIIJN RE"1SIONS SHEET INDEX :il:IEII DESCR!Pl)Qj TITlf SHEET . - 2 WAlER MAIN PLAN tr PllcnE 3 DET~L "A", "B" .le MCAL SECTIONS 4 DETAILS ·c·. "D", "E" .le "F" 5 TRMTIC CONTROC. Pl.AH 1. THE CONSm\JCTION Of' ALL P\JBUC IMPROVE\ltNTS SHALL CONrORM to TH!: R£001RDIENTS Of' TH!: NEWPORT BEACH CONSTRUCTION STANOIJ!OS. STANOARO SPECIAL PR0"1Sl0NS, 0£Sl~ CRITERIA. STAHDARO ORU''IGS ANO THt "STANDARO SPEClf'ICATIONS Fc,I PUBLIC '111)1!1(S CCtlsmucno•I". 1991 EtllTION ANO SUPPLEMrNTS. 2. STATIONING Rt:n:RS TO COITERUNt: Of' STR!:ET. 3. (XJSTING UNOCRCROONO UTILITIES AR'( SHO'M-1 AS P(R AVAl\.,lPI_[ R£COROS. THE CONTRACTO!l SHALL B£ RfSPONSlBU FOi! \.t:Rl~NG Tl'E ACTUAL LOCATION ANO ElEVATION 1N ™E flElO pq,()R TO f!(QN'l•'IG CONSTRUCTION Of' THE N!:W F AOUTIES 4. CIJRB DATA R[f ERS TO FACE Of' CU!!8. 5. ALL EXPOS(!) CONCRETE SURrACES SHALL CONFORM IN !Jll.()(, CO.Oil A'IO ml!SH TO ALL ADJOOIING C\J!lBS ANtl WALKS. 6. ALL UIIOERCROONO W!l!1< SHALL B£ COlll'I.ET£0 P!!IO!l TO PAWIG Of' Smrt:T AND DRI\IEWAVS. 7. P,1.VEMENT SECT!OIS SHOWN AR£ MIMIIIJII ANtl SU8S:CT TO REVISION AHO APPROVAL Of' TH( CITY AS R[Cl.J!R(D BY 5m TESTS TAK£N An!!! COMP!.ITION Of' ROOGH CR ADING. 8. 5£WEI!, WAlER ANO STORM DRAIN LINE ()51.l.HC[S SHO'll'I IN P!!CIU ANtl 1N ESTIMATED OUANTI11ES AR( H(flllc:,,ITAL ()!STANCES. 9. THt CONTRACTOR SHAU REOUEST INSPECTION fl!Cl,I M P\/a.JC 'IIORl(S DEPARTMENT 48 HOOIIS IN ..IDVANCE Of' P(!!l'~NG ANY ~ AT 6U- 3311. THE PU8UC ~S OCPARTlltNT INSPECTOR SHAU. ALSO !I[ NOTIF1£0 Af1[R PVCOIOtT OF FORMS ANO P!!ICfl TO PVCOIENT Of' ANY CONCRETE f'OR OJR9 tr GUTlER SO !HAT M FORMS C-'H Bl: MO([[) FOR LINE AHO GRADE AND CCl,l!'AR"811.JTY ,inH EXISTING Cc:,,ISffl\JCTICtl. 10. THE WALLS NIil f'ACE OF ALL EXCAVATIONS GREAlER TH-'H (~) rtET IN OCPTH SHALL BE ErFECTI',{L Y GUAROCO BY A SHORING sYST!V; Sl.CPfflG Of' THE GROJND OR OTHER EOUIVALENT MEANS. TRENMS OR EXCAVATIC'IS LESS lliAN FIi{ (5) FEt:T IN OEPTli 91All Al.SO BC GU.I.ROCO WMl:N EXAMl!IATION INDICATED THAT HAZARDOOS CR0JN0 IICMUOIT IIAY m: EXPECTEO. 11. M CONTRACTOR(S) SH,1,U OBTAIN A P£RIIIT TO !UfORII OCAVATION OR TREN01 'fl'OR!( AS □£SCRIBED ,N NO. 10 ABO',{ l1ICII CAl-OS>l"- 12. ALL STORM ~AIN, SEWER .AHO WAlER P!l'ES SHALl 9[ B£DOrn 1N ACCOl!O WITH CITY Of' NEWPO<I 8EA01 STl>-106-L 13. DUClllE IRON PIPE SHALL BE ClASS 52 AHD SHAl.l. HAI{ -'H 8 i,,t LOOS[ Pet ltTHYIDtE ENCASEMENT ~ PER SECTICJI 207-9.6.2 Of' 'T)l[ STAHOARO SPECIF1CA TIONS. 14. THRUST 8\.00<S SHAU BE INSTALLED ON ALL WAlER IIAIN Fli11NC'S IN ACCORD WITH CITY OF IIEWPO<l BEA01 STD-510-L 15. WATER II.I.INS SHALl HAI{ A IIINIMUt.l Of' JO" Of' COi{!! fl!Cl,I SU9CR~. 16. ALL CQICRETE SHALl BE 560-C-3250. 17. Sl.CW'E ANCHORS SHAU BE PR0\100l ON ALl LINE 5 1N ACCOll!l 11111-1 0 TY Of NEFORT BUCH Srtl-314-L 1!. A.C.P. WllH A 0-LOAO Of ONE ANO ONE HALF GP!:ATUI THAN RCQJll!EO FOR R.C.P. IIAY BE USED FCfl STORII DRAINS. 19. THE CONTRACTOR SH,t,U NOTlrY lliE f!RE 01:PARMNT 48 HOURS IN ADVANCE Of' SHUTTING Of"F ANY nRE H'ltlR-'HTS AT 6U-3106. 20. lliE FIRE DO'ART\IENT SHAl.l. !I[ NOT1f1(!) 48 HOIJRS IN AOVANC( fY .111 LANE "t:I.OSURES. 21. A FIRE PROTECTION SYSl!II THAT IS AccrPTABLE TO lliE f!RE OO'ARTll(NT SHALL BE INSTALL.£0 BY lliE 0£Vf.LCW'ER ANO TESTED BY TH!: f!RE OCPARMNT PRIOR TO STORACE Of' ANY CCN8UST19LC IIA TERI.I.LS OR S1 ART fY AJ(Y STRUCTURAL fl!~ING. 22. All fl..ANGEO PIPE JCINTS SHALL BE JOINED U11UZING T'i'l'E 316 STAIN\ISS STEEL N\JTS, WASHOIS ANO HEX-HEAD Ba.. T'S. GASKETS SHALl 8( ruu-f'AC£0, 0.0lli RONFORCED BUNA-N RUBOCR. 23. 11.EX AND TRANSITION COJPIJNGS US£1l TO JOIN PIPE 11'1 WATE!I MAIN CCJISTRUCTION SHALL HAit .111 THREAOOl PN!TS AHO JON!NC HN!OWJ.R! f'AB!!ICATED f'ROII T'i'l'E 316 STAINU:SS STEEL 24. PIPE HARNESS ASSEVBUES. VAL',{ ANO FITTING RCSTRAIIITS AHO SHAOCU:-a.AIIP "SSEMBUES SHALL !I[ JOINED UTUZlNC T'i'l'E 316 ST AINU:SS STEEL ALL-TllR(A[) ROO, NUTS. 00.. TS ANO WASHCRS. ClAll!>s. SHAOCU:S AND OMR HAROWARE t,ty BE CAR!l0N STID. OR OUCT11.I IRON Wl-tERE ,,PPRCPRl"TE. BIJT I/UST BE COATED UB(RALl. Y WITH CCIIR090N F'!lDTECTl'v{ ll~TIC COMl'QJNO. 25. Ba.TED ~EC'ro'lS FABR!CATED f'ROII T'i'l'E 316 STAINL£S'S STrn. 91ALL HAI{ TMREAD£D PARTS COATED LIB£11ALlY Willi .AH N'PRO',{U .AHTI-SOZ!: C~POONO. . 26. ALL Ba. TED ANO THREADED FASTENERS SH ALL BE t,t AN\1' ACTU!ml IN lliE UNI TED ST A TES Of' AMERICA ANO SHALL cc,lr()llll TO Tilt IIIN1IIIJl,I REOU1R£MENTS f'OR STROIGTli, IIATERIAI. CONSTR\JCll(JI AHO Olll£NSl0N AS • EST ABUSHEO 8Y THE AST\I ANO THE ANSI sPEOF1CA 110NS. ALL FAS'IETl(RS SHAU BE AC<nll'ANIED BY WRITTEN CERTinCA 110N fl!Cl,I Tilt t.lANUfACTIJRER STATING CtllPUANa: Willi THC Al'FRCJRIATE SPEOF1CA 110NS. OATE: 9/14/93 DAT(: 9/0l/93 OA it: 5 /OI /'l 3 OAT£: 4/'X,/9~ OATE: 4/23/93 ) DATE: 4/21/93 SUPERIOR A VENUE WAlER MAIN PROJECT 111lE H!T CITY OF NEWPORT BEACH UTIUTIES O£P ARTIIEN T W-5236-S SHEET 1 Of' 5 . I I 0 5 ;i;i 8 0 'll ~ 0 :0 -'Tl - -- - --- - er:,-- \ \ I \ \ "' -- . - - - -- ' - . _, . - ::.-_-: --_ - - -• --,.__ - .,..., ·v_,..,...,1, -- -- ----. -------_ _._ -- --• -·-. i---,::_----~ --··-f-- sn: l)(TAl. "D" 9fiT 4 • I --.. . . ----• ! 22 I I 10 • .. I 1 ! !ICM.& Ill PnT I Inell • .a ft. ., j DAT[: 9/U/93 onottts i:ikttttfi R.C.E. "°----WA'IUt lfAN PIJH I: PR(JU DA1! _______ _ FROM ST, STA. 1o+M.10 lO ST. STA. 1~99! t7.0A=TE-t--:BY::-t------:oc=SCR1=P'l!()l::::-----r::APl"ll::-tocw,;;;;;;;:;lll>;;---r;;CR~A-;;--7 r::CIT=Y::::-:0:;11':-;:MIN=Ei,:;W;;,P::OR=T;--::8=E:-A::CH;-:-rW;;;--•5:-;:2;:;3;:~:-_-:?_~ ~ OfECl([J) DA TE REVISIONS uruntS 00' AATIIOIT ' I ~ "---------r "- ~ DETAIL "A" to .. "' • 0 to· SCALE IN nzr 1 Inch -10 ft. • I I 20 --- \ ----- R/W <l 126' I 36' TYPICAL SECTION SUPERIOR AVENUE ST. STA. 11+66.00 TO ST. STA. 12+83.48 NOT TO SCAI.£ ~ VARIES I 102' TO 108' R/W 10· VARIES VARIES 10· (-40' TO #') (4t TO 44') TYPICAL SECTION SUPERIOR AVENUE ST. STA. 17+50 TO ST. STA. 21+00 NOT TO SCfil DAlE Bl R/W 10' DESCRIPTION REVISIONS E)OST. 12" D.1.P. WA!ER I 0 ,. ---- DETAIL "" ~,-.,. B CONSTRUCTION NOTES (D REMOVE INTERFERING PORTIONS <:I! EXISTING 12' WATER MAIN @) INSTALL 12• A.C.P. -a.ASS 150 WATER MAIN, TRENOI R£SURfAONG PER CNB STD-105-l @ INSTALL 12" 0.1.P. -CLASS 52 IN 8-MIL LOOSE IIRAP POL '/ETHELENE ENCASEMOIT -1.5' LONG PUP @ INST.a.LI. 12• FLANGED X FI.ANGED BUTTERfL Y VALVE PER CNB STD-508-L @ INST.a.LL 12" X 12• 0.1. FLANGED BY MEOIANICAL .ONT TEE WllH CONCRETE lHRUST BLOCK PER CNB STD-510-L @ INSTALL 12" 0.1. MECHANICAL .ONT SlEEVE WllH MEOIANICAL .ONT RETAINER GLANDS @) INST.a.LI. 12• 0.1. FLANGED X RIGHT TIGHT Af>APTER @ INST.a.LL 12• TRANSITION COOPUNG (D.I.P. X A.C. ROUCH BARREL) R/W ~ I 108' 10· TYPICAL SECTION SUPERIOR AVENUE ST. STA. 14+63.67 TO ST. STA. 15+25.00 NOT TO SC'-!£ R/W • ... DATE: 9/01/93 DATE: S/01/93 DATE: 4/2f>/9'J DATE: 4/23/93 DATE: 4/21/93 SUPERIOR A VENUE WATER MAIN PROJECT on□ Hts D1R£CTOR R.C.E. NO. __ _ APP'o IIESICHEI) CHECKED DATE DETAL .,.., "B" ai TYPICAL SE~ CITY OF NEWPORT BEACH UTILITIES ll£PARTMENT W-52'¾-S SHEET l <:I! S i1 " ~ " it u! , :!l ' .,, 0 ~ 'j ~ - 'l ' N ~ -\:! :;: :'.=i z o z z ro ~ □ ~ ~ D 7 m n " C D '" □ ~ m D ~ z F.___ iL p - s (1' ~ z I u r 0 n 0 ~ D - 0 ~ ••• 10.53 1W 8.50 TF' 10.53 TW 11.83 TW aso TF' (/) ;--< (/) .... .,. -.., + .., ~ ----.--- -.,., z .,.: :i SR DETAIL "E" Ill.OW --- 11.83 1W 8.50 Tf V) .... .,. --+ .., :"-"' "' • • . o - 0 HIGH l.£NT (/) V) ;--< ~ II) ~ --+ -"' .., !" + ..., ~ 0, '-" ..... 1·-0· 1·-0· ' . "' ------------·--------- J.-.---126 -------------- . z -2. 10.53 TW 8.50 Tf 01. •• 10.53 TW 11.83 1W - 8.50 TF' ~ LOW \£NT • 11.63 1W STA. 11+32.35 8.50 TF' PRESSURE REDUCING STATION ST. STA. 12+32.JO DETAIL ,.C" CONSTRUCTION NOTES Q) REMO\£ ANO REPLACE SIOEWAIJ( TO THE NEAREST JOINT PER CNB ST0-180-l @) INSTA!..L 12" A.C.P. -CLASS 150 WAlER MAIN, TRENCH RESURFACING PER CNB ST0-105-L @ INSTA!..L 12• FLANGED X FLANGED BUTlERFlY VAL\£ PER CNB ST0-508-L @) INSTA!..L 12" 0.1. fl.ANGEO X RIGHT TIGHT ADAPTER @) INSTA!..L PRESSURE REDlJCING STATION YIITH a• PRESSURE REDUCING VAL\£ PER CNB ST0-521-L ANO DETAIL •c• @ INST AU 12" 0.1. SPOO. (F.B.E.) 4'-o· 2'-o· a• PVC AIR STACK @ INSTALL 12" X 8" 0.1. RING TIGHT X FLANGED ENO lEE 1111TH CONCRElE THRUST BLOCK PER CNB ST0-510-L @ INSTALL a• FLANGED X MECHANICAL JOINT BUTlERFLY VALVE PER CNB ST0-508-L @ INSTAU. a• 0.1.P. -CLASS 52 @ INSTAU. a• 0.1. FLANGED ENO X MECHANICAL JOINT 90' BENO YIITH CONCRETE THRUST BLOCK PER CNB ST0-510-L @ INSTALL a• BLOCK WAU. PER CITY Of NEWPORT BEACH BUILDING OEPT.SPECIFICA TIONS @ CONSTRUCT 4" THICK CONCRElE SLAB . 4'-o· 2'-o· 8" PVC AIR STACK EXIST. 12" A.C.P. WAlER DETAIL "D" CONSTRUCTION NOTES (» REMOVE EXIST.' °CONCRE1E THRUST BLOCK ANO BLIND FLANGE @) INSTALL 12" A.C.P. -CLASS 150 WATER MAIN, TRENCH RESURFACING PER CNB ST0-105-L @) INSTALL 12' 0.1. FLANGED X RIGHT TIGHT ADAPTER 0 ---- • 1~ (AAMOORCAST PRODUCTS UPSRK-8 OR EQUAL) ---~~-~=) 1~ (AAMOORCAST PRODUCTS UPSRK-8 8" BLOCK wm --i 4" CONCRETE SLAB I I t!:_ <O - CONCRETE_/ VAULT AIR VENTILATION DUCT {HIGH) IU.S. CONSTRUCTION NOTES ® @ INSTAU. 12" LINK SEAL INSTAU. a• PVC AIR 'If.NT YIITH AIR \£NT STACK PER DETAIL --OR EQUAL) e• BLOCK WAU. T 4" CONCRffi C!JlCRElE_/ SLAB VAULT ll_ • "' . - AIR VENTILATION DUCT (LOW) N.T.S. DETAIL "F" .. ~ I 'iD @ 6" @ ® ,· ·- PROFILE VIEW U.S. • • 6" .. 41 , -• ,· 1'-6" 0, • r-:.. ._ :.: ... • ... - --.:...: .• ~ .. ~----.• .. ·-·.:. ... 1,o ·'· ., ., .. • ,. I . '. ' • ·', l::::!Ji-..:., 0 ~ ,.::~.....1::i:· c::-....=.-1 12· @ --HII I· 2·-0· I ., ·• ., ., ,• ,·-s· ~- . j • , .• 1·-s· ~ •· I • L 1-~~~----~-....-,r--,,,--...l ,· ---'- t-.:..: .·.; .... -- ---·-·-•.,,--:--• '. '---LOW \£NT PLAN VIEW N.1.S. ... DETAIL "E" CONSTRUC]ON NOTES INSTAU. 8' D.I. SPINDLE -45" LONG (fVJIIGED END. X GROOVED ENO) INSTAU. 8" HEAVY DUTY VICTAULIC COUPWIG -STYLE 31 INSTAU. 8" 0.1. SPINDLE -12' LONG (FLANGED ENO X GROOVED END) INSTALL a• PRESSURE REDUCING VALVf. (FE X FE) -CAL-VAL 4 INSTAU. 8' 0.1. SPINDLE -27' LONG (FLANGED END X PLAIN END) 5 INSTALL 8" STEEL FLEX COUPLING (ORESSEl~) INSTAU. 8" HARNESS RESTRAINT ASSEMBLY (STAR NATIONAL PRODUCTS) INSTAU. 8' 0.1. SPINDLE -51" LONG (F'LAIIIGEO END X PLAIN END) 8 INST ALL 12" LINK SEAL 9 INSTALL DIAMOND PLATE ALUMINUM COVf.R, SPRING ASSISlED HINGED, TWO-PIECE LOCKING COVf.R ~ INSTALL PIPE SUPPOOT SYSTEM PER CNB ST0-522-L 41 INSTALL 8" PVC AIR l.£NT WITH AIR 'If.NT STACK P£R DETAIL "F" 4 INSTALL OSHA (APPROVED) G.a.t.VANIZED LAODER YIITH SIDE RAIL EXTENSIONS 4 INSTALL 12• DIAMETER CAST IRON GRATE INLET ANO SUMP • DATE: 9/1•/93 DATE: 9/01/93 DATE: 5/01/93 ,. DATE: 4/2ti/93 DATE: 4/23/93 DATE: •/21/93 SUPERIOR A VENUE WATER MAIN PROJECT --+----+-------------+---! ""uti""uti""'ts..,bi""Rt""c""fM.------1-----;;.:.:..=..:.:::::...:......:.:.o;;..::.:c:__:....:.;:..=...:==-.:..----..J R.C.E. NO. __ _ OAT£ ______ _ BY DESCRIPTION APl''D DESIGNED O!lAWN REVISIONS o,[(;1(£0 DAT[ DETAIL "ff', -0", "r-I ~ CITY OF NEWPORT BEACH UTILITIES OCPARTMENT W-52~<,-S SHUT 4 OF 5 ! . ~ ~ , ' , . s ' ii " ~ ,. 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