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HomeMy WebLinkAboutW_5269_Sr~--- I • • • . -- • . . I 1 ·' \ I ::z:: ~ I.LI a, ~ I-i -I- ~ ::z:: 15 ~ i! ..: a; 1111 "' -AVE, = CITY OF Cll.LEliE COSTA ~ I I l MESA VICT(l!lA ST. . UJ ,.. <t 11TH ST. 0-INDICATES N?EA . SHONN ON LOCATION UAP VICINITY MAP N(1f' TO SCN..E SYMBOL LEGEND • PONER POLE 0 UANHOLE '1 FIRE HYDRANT a UETER BOX ® VALVE PONER POLE ANCHOR 6, UONUUENT -x-x-x-FENCE BLOCKWA/..L 0 TREE 00 SHRUBBEfff .,/,M. .IM .Ml .ML ASPHALT PAVEi/ENT ;:]:l;;:;:::Hln BRICKWAI.X V · ·• · ---I ... ,' . . CONCRETE ~llllh,d-BUILDING ~ ~ i C .. ----EXISTING CONSTRUCTION -----PROPERTY UN£ NF:W CONSTRUCTION -•-Ci.---CENTERUNE _ .. _5_ .. _ SEWER UN£ -.. ·--W-WATER UNE ---G---GAS UN£ -E-PONER UN£ -TEL-TELEPHONE UNE -TV-CABLEVISION UNE -SP-SPRINKLER srsrEu :a: srREET UGHT Underground Service Alert Coll: TOLL FREE 1-800 422-4133 nro VORKlhO DAYS BEFCJIE YOO DIG I ' --~ ..'q' ~ -1~ CITY OF IRVINE lJIJV[RSITY U.C.I. ABBREVIATIONS K: ASPHALT CONCRETE AB N.REGATE BASE K:P ASBESTOS CEUENT PIPE APP'D APPRCNED AVE AVENUE BC BEGIN CURVE BCR BEGIN CUf?.1£ RETURN CIP CAST IRON PIPE CUP CORRUGATED UET AL PIPE CONC CONCRETE CONST CONSTRUCTION DIP DUCTILE IRON PIPE DEPT DEPARTUENT DNr DRNF:WAY {)IJ DUCT E EAST S'LY S<X.ITHERLY EC END CUf?.IE ELECT ELECTRIC EX EXJsrlNG FE FLANGED END FL FLANGED END HOR HORIZONTAL INT INTERSECTION /NV INVERT LF UNEAR FEET UJ UECHANICAL JOINT N NORTH N'LY NORTHERLY NTS NOT TO SCN..E PCC PORTLAND CEUENT CONCRETE PP PONER POLE PROP PROPOSED PVC POLYVINYL CHLORIDE <PIPEJ PVUT PNEUENT RCB REINFORCED CONCRETE EKJX RCP REINFORCED CONCRETE PIP£ RT RING TIGHT R/W RIGHT-OF-WAY sco SEWER CLEAN 0/JT SD STORU DRAIN SECT SECTION SHTS SHEETS S'LY S<X.ITHERLY SUH SEWER UANHOLE ST STREET STL STEEL TR TRK:T TYP TYPICAL VCP VITRIFIED CLAY PIPE VERT VERTICAL w WEST W'LY WESTERLY EMERGENCY TELEPHONE AGENCY S<X.ITHERN CALIFORNIA GAS C(JUPANY SOtJrHERN CALIFORNIA EDISON C(JUPN-IY PK:IFIC TELEPHONE COUPANY CITY OF NEWPORT BEACH (IJTIUTIES DEPTJ COUNTY SANITATION DISTRICTS OF ORANGE COUNTY COUCAST CMlEVISION COUUUNfTY CABLEVISION UNDERGROUND SERVICE N..ERT I . i . i . i . \ ., .. ,· ' ,·· .... NUMBERS NUMBERS 634-0251 895-0221 611 644-JO/I 962-2411 542-6222 ., 542-J975 AFTER 6IXJ PU 7 2(r,f(),4() /·800-422-41 JJ PUBLIC WORKS DEPARTMENT © [i¥i] = i] i] C -xxxx APPROIED: DATE: PUBLIC WORKS DfRECTOR R.C.£.16791 APPROIED: DATE: UTILITIES MANAGER R.C.E. 25553 LOCATION MAP NOT TO SCALE APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: TRANSPORTATION AND DEVELOPl£NT SERVICES RCE 220◄ 5 CITY ENGINEER PoRT c. 'DIF F PL-'(:£ RCE 2◄967 SUL SUi. GENERAL NOTES. I. THE CONSTRUCTION OF ALL PUBUC IIIPRWEUENTS SHALL CONFORII TO THE REaJIREIIENTS OF THE NEWPORT BE/>CH CONSTRUCTION STANDARDS. STANDARD SPECIAL PRO,'/SIONS. DESIGN CRITERIA. STANDARD DRANINGS AND TH£ STANDARD SPECIFICATIONS FOR Pt/Bl.JC WORKS CONSTRUCTION 1994 EDITION. . , 2. STJ.TIONIIIG REFERS TO PIPE STATIONING. J. EX1STIIIG UNDERGROUND UTIUTtES ARE SHOIIN AS PER AYAILABLE RECORDS. THE CONTRN:TOR SHALL BE RESPONSIBLE FOR VERIFYING TH£ ICTUAL LDCAltON AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCT/ON OF NEW FICIUTIES. 4. TH[ WALJ.S AND FICE OF ALL EXCAVATIONS GREATER THAN FNE 15JFEET IN DEPTH SHALL BE £FF£CTNELY GUARDED BY A SHORING SYSTEU. SLOPING OF THE GROUND OR OTHER EaJIVAJ.£NT I/EANS. TRENCHES OR EXCAVATIONS LESS THAN FIVE 151 FEET JN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES TH4T HAZARlXJUS GROUND l/0/EIIENT 1/AY BE EXPECTED. 5. THE CONTRICTORtS/ SHA/.L OBT NN A PERI/IT TO PERFORU EXCAYATION OR TRENCH WORX AS DESCRIBED IN NOTE 4 "80IE FROU CAL-OSHA. 6. ALL WATER PIPE SHALL BE BEDDED PER CITY OF NEWPORT BEK:H STD-106-L 7. All. WATER 1/AIN FITTINGS SHALL BE UECHANICAL JOINT oocrtLE IRON ICL 52 1/INJ UNLESS OTHERWISE SPECIFIED. ALL WATER UAIN FITTINGS SHALL HAVE AN 8 I/IL LOOSE POLYETHYLENE ENCASEIIENT PER SECTION 207·92.E OF THE STANDARD SPECIFICATION. 8. THRUST BLOCKS SHALL BE INSTAJ.1.£D ON ALL WATER 1/AIN FITTINGS IN ICCORDANCE WITH THE CITY OF NEWPORT BEICH STD-5!0-L. 9. WATER /JAINS SHALL HAY[ A 1/11/1/JU/J OF .JC!' OF CO/ER F.ROII SUE/GRADE. IO. THE CONTRICTOR SHALL NOTIFY THE FIRE DEPARTIIENT 48 HOURS IN ADIIWCE OF A SHUTTING OFF OF /WY Flf<[ HYDRANTS AT llHJ 644-3106. II. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTUENT 48 HOURS IN AlJl/;J,/C£ OF ALL LANE CLOSURES .. 12. ALLFL/;J,/GE JOINTS SHALL BE JOINED UTIUZING TYPE 316 STAINLESS STEEL NUTS, WASHERS AND HEX· HEAD 80:..TS. GASKETS SHALL BE FULL FACED. CLOTH REINFORCED BIJNA-11 RUBBER. /J. FLE.'x AND TRANSITION COUPUNGS USED TO JOIN PIPE Ill WATER UA/11 CONSTRUCTION SHALL HAY£ ALL THREAD[D PA"ITS NID JOINING H/JIIDNARE F ,'f3RICATED FROi.l _TYPE 316 STAINLESS ST[EL. r~ -,:~ 14. PIPE HARNESS ASS£118UES. VALVE,AN/'J,FITTING R[STRAINTS AND SHICKLE· CLA/JP ASSEIIBL/E.S SHALC BE JOINED UTILIZING TYPE 316 STAINLESS STITL AU· THREADED ROD, NUTS, BOLTS ANO WASHERS. CLAIJPS, 5/-(ICKI..ES AND OTHER HARDNARE UM BE CARBON STEEl,.5 OR-OOCTILE IRON WHERE M'PROPRIATE. 8JJT MUST 8[ COATED UBERALJ.Y WITH CORROSION PROTECTNE MASTJC COUPOJND. IS. BOLTED CONNECTORS FABRICAT[D F/?OU TYPE 316 .STAII-/LESS STEEL SHALL HAY[ THRE.ADED /pARTS COATED UBE.RALLY W,'TH AN APPROIEO ANTI· CEASE COUPOIJNO .• • ., ' 16.. ALL BOLTED ANO THREADED FASTNERS SHAJJ,, BE UANUFN:TURED111-TJ:t£ UNfTE.[) STATES OF AIJERICA ANO ·,/;. SH'-LL CONFORM TO THE UINIUUII REoiJtREUENTS FOR STRENGTH, MATERIAi.. CONSTRIJCTION ANO OIME/151011 AS ',-1\i<·· ESTABUSH[O BY THE ASTII ANO TH£ ANSI SPECIFICATIONS. ALL FASTENERS SHA/_L 8£ ICCOIIPANl[O BY WRITTEN CERTIFICATION FROU THE UANUFN:TURER, ' 17. THE CONTRICTOR SHALL REOUEST INSPECTION FROU TH£ PU8UC WORKS DEPARTMENT 16 '10UR5 Ill ADIANCE OF PERFORMING /WY WORK AT 644-3311 FOR PUBLIC WORKS, 644·3011 FOR UTILITIES. TH£ PUBLIC WORKS O[P/.8TUENT INSPECTOR SHALL ALSO BE IIOTIFl[O AFT[R PLN:Et.JE//T OF FOR/JS ANO•Pf.llOR TO PLICEIIENT OF ANY CONCRETE FOR CURB ANO GUTTER SO THAT THE FOR/JS CAN BE CHECKED FOR LINE iwO (;RAD£ AND CO!.IPNIIBIUTY WfTH EXISTING CONSTRUCTION. ' 18. WATER 4/1/E· DISTANCF;S SHON/I ON THE PLAN AND IN THE ESTIMATED OUANTfT1($ Ali£ HORIZONTAL DISTANCES. - I . 19. ALL UECfANICAL JOINTS SHALL BE INSTALLED WITH RETAINER GLANDS. '· 20. CONTR/>/!TOR SHALL VERIFY DEPTH AND LOCATION OF ALL WAT£R CONNECTION POINTS" PRIOR-TO CO/JIJENC£/JEIIT OF /;oNSTRUCTION. -. Z/. THIS PROJECT INCLUDES CONNECTIONS TO EXISTING ASBESTOS CE/JENT PIP(IACP! AND CUTTING AND REMOIAL OF AC/. THE CONTRN:TOR IS AOIISED ASBESTOS IS A KNONN HUIJAN CARCINOGEN WhEN INHALED ANO POS[S SERIOUS HE.lLTH RISKS. THE CONTRN:TOR SHALL PERFORII ALL CUTTING NID HANDLING OF ACP Ill STRICT CONFORUIWC£ WITH APPUCABI..E CAL/OSHA E.PAANO GOl£RNING HEALTH NJENCY R£00IREl/£NTS. SEE THE PROJECT SPECIAL PWISIONS FOR .ADDITIONAL REaJtREUENTS. CONSTRUCTION NOTES 0 24" OOCTILE IRON PIPE. CLASS 52, PE ENCASED @ INSTALL 24" PRESSURE REOOCING VALVE ASSEUBLY PER APPUCABLE PORTIONS OF STl>52/-l. 0 24" RESIUENT WEOOE GATE VALVE (UJ X FE ENDS! 0 INSTALL 24'VITNJUC COUPUNG © CONSTRUCT 12' X IO'CONCRETE VNJLT © INST ALL 8" PJI C, VENT ST N:K, ARUOOR PROCI.JCTS C(J. UODEL A9002708 OR APPROIED £OUN.. VENT STK:K SHALL BE BOLTED TO THE C(JNCRETE PAD WITH TYPE Jl6 STAINLESS STEEL BOLTS SHEET INDEX SHEET I 2 OATE DESCRIPTION TITLE SHEET PLAN,DET AILS & SECTIONS BY DESCRIPTION REVISIONS APP'O 0 0 0 INST ALL PIPE SUPPORT ASSEUBLY PER CITY OF NEWPORT BEK:H STD-522-L INSTALL WALL UOONTED STEEL LADDER PER CITY OF NEWPORT BEK:H STl>526-L INSTALL J' X J'GALVANIZED STEEL TRAFFIC RATED l>CCESS HATCH WITH SPRING ASSISTED OPENING UECHANISU ® INST ALL ALHAUBRA A2020 GRATE AND FRAU£. IZ DIAUETER SUUP, 8" IIIN. DEPTH 0 SEAL PIPE TO WALL JOINTS USING RUBBERIZED UECHANICAL GLANDS "UNKSEAL"<TYPICAL AT ALL PIPE PENETRATIONS! INSTALL STANDARD IIANHOLE FRAUE AND CCAIER. Sil£ MANHOLE'. TO AU.ON VALVE AND OPERATOR TO PASS THROUGH OPENING PER CITY OF NEWPORT BEK:H STl>526·L c-xxxx Cl1Y OF fEWPORT BEACH Pl.a£ WtatQI CEPNllll:NT W·526'l·S SHEET I CJ" 2 \ / ., ; • 9 JO SCALE: r • JO' q 0 4 ' It) 0 0 ' IC} 5 . V. 2 I <I <I . <I . r------- 1 I I I I I I I r------ 1 I I I I I I I -·-· -·-·-_____ µ.---1--------·-1-·-+ ·-· EXISTING VALVE STRUCTURE <I • . V. 12' • Cf 5• DETAIL A NOT TO SCALE 2' • Cf I I I I I I I I L _____ _ L _______ , I I ' I . I 13 EL. 9 ~ //, ..,,, r • ~/.?>..~/fl;:. rrr~~-• . I <I I <I <I 9 ~ !'-Cf <I . ~ <I -·-----------~--·-·-·-·--· I-• - -- 1, I£, 0 <I 9 . <I .., ' <I L~~ 'V <I . . <I ~ I ~ ... • __,. ~ ' y ' "' ?WlFESst. ~J-~ ~ 0~ - ' y -. EL. I - '• (@)"\ • I L..J L_J· . <I . q <I <I I> I> CONSTRUCT ION NOT ES 0 24' DUCT!/£ IRON PIPE, CLASS 52, PE ENCASED 0 INST ALL 24' PRESSURE REDUCING VALVE ASSEMBLY PER APPL/CAB/£ PORTIONS OF STD-52/·L. 0 24' RESIUENT WEDGE GATE VALVE (MJ X FE ENDSJ 0 INST ALL 24' VIT AIJLIC COUPUNG 0 0 0 CONSTRUCT 12' X IO'CONCRETE VAIJLT INSTALL 8' P.VC. VENT STACK, ARMOUR PRODUCTS CO. MODEL A9002708 OR APPROVED EOUAL. VENT ST ACK SHALL BE BOLTED TO THE CONCRETE PAD WITH TYPE 316 STAINLESS STEEL BOLTS INST ALL PIPE SUPPORT ASSEMBLY PER CITY , OF NEWPORT BEACH STD-522-L ' . INSTALL WALL MOUNTED STEEL LADDER PER CITY OF NEWPORT BEACH ST0-526-L ,, ( INSTALL 3' X 3'GALVANIZED STEEL TRAFFIC RATED ACCESS HATCH WITH SPRING ASSISTED OPENING MECHANISM @ INST ALL ALHAMBRA A2020 GRATE AND FRAME. 12" DIAMETER SUMP. 8' MIN. DEPTH 0 @ <I SEAL PIPE TO WALL JOINTS USING RUBBERIZED MECHANICAL GLANDS "LINKSEAL" (TYPICAL AT ALL Pf PE PENETRATIONS) INST ALL ST ANOARO MANHOLE FRAME AND COVER. SIZE MANHOLE TO ALLOW VALVE AND OPERATOR TO PASS THROUGH OPENING PER CITY OF NEWPORT BEACH STD-526-L ,,, /A, ,-//),.~/~ -·-· ---. . -- ~ • f"!--\ 0 <I ' . <I I> . ' -r-+ I ® 6 ,___ A') ft "' ~--c::;,_·-o· ~ . -I'll -----------------~.....-. '--~ ~ '-' J 7 ,.. ~ <l<I <I <I <I . . . <I <l . I ~,., - ' " y • SECTION A-A NOT TO SCALE I <I /'·Cf <I <I ------- . <I <I <I 5 II ,--------·--r II /'-0' 6' _r<>--rE.Y V' l • • ----------- CM-II PRESSURE REGULATOR ~ No. 46214 t xp. 12-31·9 ----------------t----t ut[lfltS ENtliilff 11.C.L NO. 46214 PRESSURE REGULATING VAULT DATE-------AT CM-11 ~ C'IV\\. F CA\.\ l----t-----1---------+---+==----i-=:::::-----t----------.---:--=--=-::-::--::-t f IESl~CASIAIOI t'MIN A.CAST.WO CITY OF NEWPORT BEACH W-5269-S It' DATE BY IESCRIPTl(Jj APP1I Cit:~ SINAWII DATE 4.311.~7 PUBLIC WORKS DEPARTMENT SHEET 2 Of 2 :;j l-...;_ ______ ..;._ ___________________________________________ -:--__ _._ __________ ...i,_ ____ =----------------------... REVISIONS