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HomeMy WebLinkAboutW_5184_Sla I /' ,.,. . .,, ie: !! """' .... CITY OF COSTA MESA I VICllll!A AEOO:ED SCtt.E SYMBOL LE!zEND • POIIER PILE SIii() IIINHll.E t? FIRE HYDRANT IETER 80X ~ VALVE ( POIIER Pll.E ANCHOR I..) IOiUIENT , , FENCE BLOCl<.WALL )·-.·. ,.,· TREE t' -~ SHRUBBERY ~-.... ,. ,,. ASPHALT PAVEIENT :,;·,1.:·: .: ,; .: ,: 1:::::·;·:1::···· !'1·:•1·:•:•: BRICKI.\LK CONCRETE ✓ /, ;-, .. • ... ,.·./ BUILDING EXISTING CONSTRUCTION -••-PR!FERTY LINE NEW CONSTRUCTION i CENTERLINE s SEWER LINE ----'ij----WATER LINE G GAS LINE E POWER LINE TEL TELEPHONE LINE TV CABLEVISION LINE SP SPRINKLER SYSTEM STREET LIGHT SIGN TRANSITION DR FLEX COUPLING ABBREVIATION AC ASPHALT CONCRETE AB AGREGATE BASE ACP ASBESTOS CEIENT PIPE Al'P'D A!'PRO'IED AVE AVENUE BC BEGIN CURVE BCR BEGIN CURVE RETURN CIP CAST IRON PIPE CII' CORRUGATED IETAL PIPE CONC CONCRETE Cl)IST CONSTRUCTION DIP DUCTILE IRON PIPE DEPT DEPARTIENT DIY DRIVEWAY DU DUCT E EAST S'LY SOOTHERLY EC END CURVE ELECT ELECTRIC EX EXISTING FE FLANGED END FL FLOW LIi£ HOR HORIZONTAL INT INTERSECTION INV INVERT LF Lll£AR FEET IIJ lt:CHANICAL JDINT N NORTH N'LY NORTHERLY NTS NDT TO SCALE PCC PORTLAND CEIENT CONCRETE PP P01IER Pll.E PROP PRDPOSED PVC Pll.YVINTL CHLORIDE CPIPEJ PVNT PAVEIENT RCB RE I NFDRCED CONCRETE BOX RCP REINFOll:ED CONCRETE PIPE RT RING TIGHT R/W RIGHT-<f-llAY sea SEIER CLEAN DUT SD STORM DRAIN SECT SECTION SHTS SHEETS S'LY SOUTHERLY SIii SEWER MANHOLE ST STREET STL STEEL TR TRACT TYP TYPICAL VCP VITRIFIED CLAY PIPE VERT VERTICAL w WEST W"LY WESTERLY STA STATION t 'CITY OF IRVINE EMERGENCY TELEPHONE NUMBERS AGENCY SOUTHERN CALIFORNIA GAS COll'ANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY NUMBERS 88D--427-22DD 895-0221 611 644-3011 962-2411 CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG CITY OF NEWPORT BEACH CUTILITIESI COUNTY SANITATION DISTRICTS COMCAST CABLEVISION CCINJNITY CABLEVISION UNDERGROUND SERVICE ALERT PACIFIC' BELL DISPATCH 542-6222, AFTER 6:00 PM 542-3975 720-4040 HI00-422-4133 1-909-359-2175 UTILITIES DEPARTMENT ~ \Y/@[Nl w ~ if [g~ ~[NJ[Q) ~ \YJ[g[Nl[UJ[g 9 iFlUJ~if~[Nl ~ \YJ(g. ~~~[NJ ~~~~@\Y/[g~~lNliF~ C-3027 APPROVED: DATE: PUBLIC WORKS DIRECTOR R,C,E. 16791 APPROVED: CONSTRUCTION NOTES (j) ABANDON EXISTING WATER MAIN, CUT ANO PLUG ENOS 11TH C~TE. @ 3 INSTALL 12" CLASS 200 PVC WATER MAIN. Q) REl«l\'E EXISTING RLSERS, VALVE BOK ANO/OR COVER, ABANDON EXISTING VALVE IN PLACE. 14 6 INSTALL 12" FLANGE X IECHIHICAL JOINT ADAPTOR. INSTALL RESILIENT WEDGE TAPPING VALVE <FLANGE X FLANGE I. REl«l\'E ANO SALV' . .i EXISTING FIRE HYDRANT, RETURN TD NEWPORT BEACH u;ILITIES YARD AT 949 WEST 16TH STREET. (D INSTALL NEW FIRE HYDRIHT ASSEIIILY PER APPLICABLE PORTIONS OF CNB STD.-SD0-1., FIRE HYDRANT SHALL BE JONES J-3755. @ CUT AND PUJG AT FIRE HYORANT VALVE WITH 6" C.I.P. PLUG AND ONE SET OF TIE RODS ANO SOCKET CLAMPS. @ (NOT USED.) A8AIIOON EXISTING MANHOLE. INSTALL 12• X 6" FLANGE X FLANGE ECCENTRIC REDUCER. INSTALL 6" CLASS 200 PVC WATER MAIN. REMOVE EXISTING AND CONSTRUCT 4-INCH SEWER LATERAL WITH CLEANOUT PER CNB STD.-406-1.. , INST ALL 12 • X 6 • FLANGE X FLANGE TEE. Cl)ISTRUCT 6" THICK P.c.c. PLUG IN EXISTING SEWER MAIN OUTLET OF EXISTING MANHll.E, INSTALL 12• X 6" lt:CHANICAL JOINT X FLANGE TEE. INSTALL 12" X a• lt:CHANICAL JOINT X lt:CHANICAL JDINT TEE. INSTALL 8" lt:CIIANICAL JOINT X lt:CHANICAL JOINT RESILIENT WEDGE GATE VALVE. INSTALL 6" CLASS 53 DIP SPOOL-60"LDNG FLANGEX FLANGE WITHB-MIL POLYETHYLENE ENCASEIENT. CUT ANO PLUG EXISTING TEE WITH 6-INCH BLIND FLANGE 12DD LBS.I INSTALL 8" CLASS 200 PVC WATER MAIN INCLUDING TRENCH RESURFACING PER CNB ST0.-1D5-i.• REMOVE EXISTING VALVE ANO PORTIONS OF INTERFERING PIPE. INSTALL 6" TAPPING SLEEVE PER CNB ST0.-507-l.. REl«l\'E EXISTING SERVICE ANO REPLACE WITH 2-INCH SERVICE TD EXISTING IETER BOX PER CNB STD.-503-i.. INSTALL 12• CLASS 52 DIP IN HIIL Pll. YETHYLENE ENCASEIENT. INSTALL a• CLASS 200 PVC WATER MAIN. INSTALL 12" FLANGE X IECHANICAL JOINT BUTTERFLY VALVE. ABANDON EXISTING SEWER MAIN AM> REMOVE INTERFERING PIIUll)IS. @ (NOT USED) ® ® I I $ I ® I I @ @ i I I DATE: REl«l\'E EXISTING ANO REPLACE WITH 1-INCH SERVICE TO EXISTING IETER 80X PER CNB STO. -502-l.. INSTALL 6" PRESSURE REDUCING STATION ASSEll!LY PER CNB STD,-52H, INSTALL 12" TRANSITION COUPLING IACPROUGHBARREL X C·900 SOR·l4PVC) REMOVE EXISTING ENO CAP ANO THRUST BLDCII. CONSTRUCT 8" DIAIETER PVC SEIER MAIN ANO CONNECT TO EXISTING MANHll.ES, RECHANl£L FLIXll OF EXISTING MANH<l.ES TD CONFORII WITH CNS ST0,-40H, INSTALL 12" 45• FLANGE X FLANGE BENO. CUT ANO REMOVE EXISTIN~ SOUTHIESTERLY MANHll.E PIPE CONNECTION AND SEAL WITH NON-5HRINI GROUT, INSTALL fl' TRANSITION COUPLING (C-900 SOR-14 PVC X CL•52 DIP) INSTALL 6" FLANGE X lt:CHIHICAL JOINT RESILIENT IEDGE GATE VALVE. INSTALL 6• FLANGE X FLANGE RESILIENT WEDGE GATE VALVE, INSTALL 5• TRANSITION COUPLING (C-900SDR-14PVC X ACP ROUGH BARREL) INSTALL a• X 6" FLANGE X FLANGE ECCENTRIC REOUCER. INSTALL 6" X 6" FLANGE X FLANGE TEE. INSTALL 6" FLANGE X lt:CHANICAL JOINT ADAPTER WITH RETAINER GLANDS IMO POL YETHYLEI£ ENCASEIENT. INSTALL 3• IECHANICAL JOINT X FLANGE ADAPTER. INSTALL &•ME-JOINT X ~ TEE. REMOVE INTERFERING PORTllliS OF EXISTING MAINS, FITTINGS, AND APPURTENANCES. INSTALL 12• lt:CHANICAL JOINT X MECHANICAL JOINT aumRFLY VALVE PER CNB STD. -508-l.. !NOT USEOI INSTALL THRUST BLDCII PER CNB ST0.-510-l, INSTAlL 12" X 36" LONG CLASS 53 DIP SPOOL PIECE I FLANGE X FLANGE I IN 8-IIIL Pll. YETHYLEI£ ENCASEIENT. INSTALL 12" X 8" FLANGE X FLANGE TEE. INSTALL 6" X 36" CLASS 53 DIP SPOOL PIECE tFLIHGE X FLANGE! IN 8-IIIL Pll.YETHYLENE ENCASEIENT. INSTALL 6" FLANGE X lt:CHANICAL JOINT RESILIENT WEDGE GATE V/JU/E. INSTALL 8" SCHEDULE 80 PVC VENT WITH LONG RADIUS BENDS. VENT STACK SHALL BE MANUFACTURED BY ARMOUR-t.lST COMPANY MDDEL NO. UPSRK-11. VENT STACK SHALL BE Bil.TEO TO A 24" X 24" X 6' THICK CONCRETE PAO WITH TYPE 316 STAINLESS STEEL SOL TS. INSTALL 12" 22 vz• FLANGE X FLANGE BENO. INSTALL B" FLANGE X MECHANICAL JOINT RESILIENT WEDGE GATE VALVE. • GENERAL NOTES 1, THE CONSTRUCTION OF ALL PUBLIC IIIPROVEMENTS SHALL CONFORII TO THE REtlUIRElt:NTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS, STANDARD SPECIAL PROVISIONS, DESIGN CRITERIA, STANDARD ORAWINGS ANO TltE STANDARD SPECIFICATIONS FOR PUBLIC IIORKS CONSTRUCTION, 1994 EDITIUi. 2, STATIONING REFERS TO CENTERL11£ OF STREET. 3. EXISTING UIIJEftGRWCI UTILITIES ARE SHOIN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPDNSIIILE FOR VERIFYING THE ACTUAL LOCATION ANO ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION OF 1£W FACILITIES, 4. STATIOO S1KNN THUS (OtOOJ ARE SEIER STATIOO ANO ARE INOEPENDENT OF ALL OTHER STAT!l)IS, 5, THE WALLS ANO FACE OF AU.EXCAltlllCINS GREATER THAN FIVE 151 FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTElk Slll'ING OF THE GRtlJII) OR OTHER EQUIVALENT lt:ANS, TRENCHES OR EXCAVATIONS LESS THAN FIVE t5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INOICATES THAT HAZARDCllS GRllNl 1IIVEMENT MAY BE EXPECTED. 6. THE CONTRACTORlSI SHALL OOTAIN A PERMIT TO PERFORII EXCAVATION OR TRENCH IIORII AS DESCRIBED IN NO. 5 ABOVE FROM CAL--OSHA, 7, ALL SEIER ANO WATER PIPE SHALL BE BEDDED PER CITY OF NEIIPORT BEACH ST0,-106-l.. . . . 8, VCP SEIER PIPE MAY BE USED IN LIEU OF PVC PIPE BY SPECIAL PERMISSION. PIPE SHALL BE ~~1'1;1RE~~.:i~1~~~~~ ~,,~;1~ ~I~,"kPf:~1~,J~;BOOY ABOVE THE TOP OF THE PIPE ANO SHALL BE CDNSll.lDATED BY JETTING PRIOR TO CCWLE710N OF BACKFILL, 9, DUCTILE IRON PIPE AND FITTINGS SHALL BE A MINIMUM Cl.ASS 112 ANO SHALL HAVE AN I MIL LOOSE POLYETHYLENE ENCASEMENT AS PER SECTION 207•9.S.2 OF THE srANDMD SPECIFlCMIIONS. 1D, THRUST BI.DCIIS SHALL BE INSTALLED ON ALL WATER MAIN FITTINGS IN ACClRlANCE WITH THE CITY OF 1£WPDRT BEACH sro.-s1o-i.. 11. WATER MAINS SHALL HAVE A MINIMUM OF 30" OF COVER FRIii SUBGRADE. 12. ALL SEIER LINES TO BE OIIED, OPERATED ANO MAINTAINED BY THE CITY OF 1£WPDRT BEACH SHALL BE VIDEO INSPECTED AFTER CLEANING, AIR TESTING ANO IIANDRllLING. ALL VIDEO INSPECTION SHALL BE PERFORlt:D BY THE CITY UTILITIES DEPARTMENT. ANY SEllER LIi£ FOUND TO BE INSTALLED INCORRECTLY, DEFECTIVE, DAMAGED OR OTHERWISE ctll'ROMISED SHALL BE REPAIRED/REPLACED ANO REINSPECTED, INCLUDING AIR TEST, IWIDRILL ANO VIDEO, PRIOR TO ACCEPTANCE. 13, THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTIENT 48 HllJR IN ADVANCE OF A SHUTTING OFF ANY FIRE HYORANTS, AT l1141644-3106. 14, THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTIENT 48 HOURS IN ADVANCE OF ALL LANE CLOStllES. 15, ALL FLANGE PIPE JOINTS SHALL BE JOINED UTILIZING TYPE 316 STAIII.ESS STEEL NUTS, WASHERS ANO HEX-HEAD BOLTS. GASKETS SHALL BE Fill-FACED, CLOTH REINFORCED BtJIA-11 RUIIBER. 16, FLEX ANO TRANSITION COUPLINGS USED TO JOIN PIPE IN WATER MAIN CONSTRUCTION SHALL HAVE ALL THREADED PARTS ANO JOINING HARDWARE FABRICATED FRIii TYPE 316 STAIII.ESS STEEL, 17, PIPE HARNESS ASSEIIILIES, VALVE ANO FITTING RESTRAINTS ANO SHAC11LE-Ct.AMP ASSEIIILIES SHALL BE JOINED UTILIZING TYPE 316 STAIII.ESS STEEL ALL-THREAO ROD, NUTS, Bil.TS ANO WASHERS. CLAll'S, SHACKLES ANO OTHER HARDWARE MAY BE CARtlON STEELS OR DUCTILE IRON IIHERE APPRO'RIATE, BUT 111ST BE COATED LIBERALLY WITH CIIIROSION PROTECTIVE MASTIC CDIIPIIUII). 18, Bil.TED COIECTORS FABRICATED FRIii TYPE 316 STAIII.ESS STEEL SHALL HAVE THREADED PARTS COATED LIBERALLY WITH AN APPRDVED AHTH!EASE COll'OUND. 19. ALL BOLTED ANO THREADED FASTENERS SHALL BE IIANlFAClUIED IN THE UNITED STATES OF Alt:RICA ANO SHALL CONF!IIII TO THE MINIMAi REllllRElEJITS FOR STRENGTH, MATERIAL CONSTRUCTION ANO DIIOSION AS ESTABLISHEO BY TltE AS7M ANO THE ANSI SPECIFICATIONS, ALL FASTEIERS SHALL BE ACCOMPIHIED BY WRITTEN CERTIFICATION FRIii THE IWU'ACTURER STATING CCWLIANCE WITH THE APPROPRIATE SPECIFICATIONS, 20, THE CONTRACTOR SHALL REOUEST INSPECTION F1ltll THE PUBLIC WCIIKS ANO UTILITIES DEPARTIENTS 41 HOURS IN ADVANCE OF PERFORIIING ANY 1IORII. 644-3311 FIii Pl&.IC IIORKS, 644-3011 FOR UTILITIES, THE PUBLIC WCIIKS OEPARTIENT INSPECTOR SHALL ALSO BE NOTIFIED AFTER PLACEIENT OF FDRIIS ANO PRIOR TD PLACEMENT OF ANY CONCRETE FOR CURB ANO GUTTER SO THAT THE FORMS CAN BE CHECKED FOR LIi£ ANO GRADE ANO COMPARABILITY WITH EXISTING CONSTRUCTION, 21, SEWER, WATER AND STORM ORAIN LIMES DISTANCES SHOWN IN PROFILE ANO IN THE ESTIMATED tlUIHTITIES ARE HORIZONTAL DISTANCES. 22. ALL IECIIAIUCAL JOINTS SHALL BE INSTALLED WITII RETAINER GI.ANOS. SHEET INDEX ~ DESCR I PT! ON TITLE SHEET 2 PLAN AND PR~F I LE, RIVERSIDE AVENUE. 3 PLAN ANO PROFILE, RIVERSIDE AVENUE 4 PLAN, AVON STREET, AND TYPICAL SECTIONS 5 DETAILS 6 DETAILS LOCATION MAP NOT TO SCALE W-5184-S - ._ 10-+-00 ' 11-+-00 .... + ~ :: . 1 2-+-00 14-+-00 15-+-00 SEE DETAIL 'A" SHT, 5 OF 6 RIVERSIDE AVENUE 16-+-00 • SEE DETAIL •c• SHT, 5 OF 6 •21 - EX, 6' VCP PRll'OSEO 30• RCP S,D, I NOT INQ.UDED l BENCHMARK Pll & I EL, 9,62 19T6 DATUII EOISOI VAIil T W.C,H, & R1¥ERSIDE AVENUE (i) © © © 0 @) ® @ @ ® @ ® @ (§ @ CONSTRUCTION NOTES A8.IMlON EXISTING WATER MAIN, CUT All> Pl.lJG ENDS 11TH CUICRETE, INSTALL 12• a.ASS 200 PVC WATER MAIN, RElllVE EXISTING RISERS, VM.\t: BOX All>/<I! COVER, -EXISTING VM.¥£ IN Pl.ACE, RElllVE All> SM.VAGE EXISTING FIRE HYlJRAIIT, RETIIIN TO IIEIPIIIT BEACH UTILITIES TNID AT Mt-lEST 16TH STREET, INSTALL NEI FIRE HYDIWfl ASS£11!1.T PER N'PLICABI.£ P<l!TIONS OF.CNS ST0,•500-L,FIRE HYDRANT SHALL BE JONES J-3755, RElllVE EXIST!-4·1NCII SUER LATERM. 11TH CLEANOUT PER CNB ST0.·406-L. INSTM.L 12" X &' FLANGE X FLANGE TEE, INSTM.L 12• X &' IECH6fUCM. JOINT X FLANGE TEE, RElllVE EXISTING VM.¥£ All> P<l!TIONS ti' INTERFERING PIPE, RElllVE EXISTING SERVICE All> REPlACE 11TH 2-INCII SERVICE TO EXISTING IETER BOX PER CIII STD,-503-l., INSTM.L 12• FLANGE X IECHANICM. JOINT BUTTERFLY VM.\t:, RElllVE EXISTING IND REPLACE 11TH 1-lNCII SERVICE TD EXISTING IETER BOX PER CIII ST0,-502-1., INSTALL THllUST 111.IJCII. PER CIII STD,-S10-I., INSTALL 6" FLANGE X MECHANICAL JOINT RESILIENT WEOG~ GATE VALVE. INSTALL 12" MECHANICAL JOINT X MECHANICAL JOINT BUTTERFLY VALVE. PER CNB STD· 508-L. REF: TR, 9191 D-4997-SI O-S084·SI D-4990-51 0-S2DD-51 O-S191-SI R-S582-SI R-5S97-51 F,B, 502, SHTS, 3 -421 F,B, 521 SHT, 17-A C-3027 APPROVED ~ 1---+---+--------+--l 9 Mt-mW01R£cfi Mlle m11s 01R£cm! R I VER S I DE A VENUE R,C,E, IIQ. st199 \C-E, Ill, 16191 WATER AND SEWER MA IN REPLACEMENT \•U4'i'. DATE •·'&):K DAT£ OESIG!E~S/SL ~ GRACIA C !TY OF NEWPORT BEACH W-5184-S 1--L----'-----------L~-+-----+----4=====0,b-,==~ Cll[ct<EDIIIS/LD DATE OCT 1994 PUBLIC WORKS DEPARTMENT IIEET 2 IF 6 DATE BY DESCRIPTIOO R E V I S I O N S .. - HOR. 1" = 40' VERT. 1 " = 2' 17+00 18+00 CURVE DATA @ n°s1's1 • 404.54' @ 43°l1'21• 415,JO' L T "2,94' 115,00' 190,12' tl,11' 31&. 19' 115,20' D r,D14'H0 312,54' 111,11' 92,59' E 12°41111• 271.00' 62.04' 31.15' ~ ~ <";- • ,? 19+00 20+00 ~ !: 21+00 • .. ~ \\ i ~ p \\ __ ,:-:-----~~~-~~,: -,/__.__ A -•-b 22+00 ----· .·--'i~-"-_~"a.~--:-...:. :,_:> -. -----~- ,-;.c ~: -;;j:-_, "--~-~ ~:~ ::; .. -:;,, -::~ .. -: -illi=:~~ --,..,,._~~~/"'-" ~-r,~ - SEWER LINE "A" SEE PRCf!LE ABOVE AVENUE 23+00 BENCHMARK PK & I EL, 9,12 191' OATIII, £015(1( VAll.l IEST COAST HICll'IAY & RIVERSIDE AVEIU REF1 25+00 © G) ® @ @ ® ® HOR. 1• = 10' VERT. 1" = 2' [0+25] [0+50] CONSTRUCTION NOTES INSTALL 12' CLASS 2CO PVC IAT!R MAIN, INSTALL ID FIRE KYDIWIT A5SEIIL Y PER Al'PI. ICABLE PIJIT!DNS II' CIII STD.-SOCH., FIR£ HYIIIWO' SHALL BE JlliES J-3155, ABAIIJCII EXISTING -11.E, R£IIIVE EXISTING All> CONSTRUCT 4-INCH SEIER LATERAL 11TH CLEANOOT PER CIII ST0,-407-1., INSTALL 12• X &• MECHANICAL JOINT X FLANGE TEE, -EXISTING SEIER MAIN Alll REIIIVE INTfJIFERING PIJITIIJIS, CONSTRUCT 1° OIAIIElIR PVC SEIER MAIN Alll CINECT TD EXISTING _II.ES, R£CHANNEL FLOOR II' EXISTING -II.ES TO CCWIIIII IITH C111 STD,-401-1., CUT AIII REIIIVE EXISTING SCIITHIESTERL Y -11.E PIPE COIECTIOI All> SEAL 11TH IOHIIRllll GRllJT • INSTALL THIIIIST BLOCX PER C111 STD,-510-I., @ @ @ INSTALL 600 FLANGE X MECHANICAL JOINT RESILIENT WEDGE GATE VAll/E. TR, 9191 D-4991-51 0-5014-51 11-4990-51 D-5200-51 D-519Hil R-5512-51 R-5591-51 F,8, 502, SHTS, 33-42 C-3027 T!ES OIRECTtl! PIii.iC IIIJllS OIR£Cm! ~_..j~-+----------+---1 R,C,E, NO, 3'T99 R,C,E, NO, 1&191 <--z.-z.-'5 OAT£ t-1.)-'1K' ~"1Jw, , ---k 1;JpJ_u# RIVERSIDE AVENUE WATER AND SEWER MAIN REPLACEt.ENT DAit 1-0_m--1_a_r _,_ ___ OE_SCR_1,_n_0< ____ _,_""_'o_.1------+----+..oE=s=ICNEO=-=IIISISL=e,DR=•=~=--'wc=1"'-iA C !TY OF NEWPORT BEACH R E v ! S I O N s QIECl<EO 111$/1.l) DAT£ OCT 1194 PUBLIC WORKS DEPARTMENT SIIEET 3 IF 6 W-5184-S -OD ..c I t.. cP .. © © ® CONSTRUCTION NOTES ABAHllCtl EXISTING WATER IIAIN, CUT .!Ill PLUG ElllS IITN al!CRETE, INSTALL 12• CLASS 200 PVC WATER IIAIN, INSTALL e• CLASS 200 PVC WATER IIAIN INCI.UOING TRENCH RESUllfACING PER CltB STI>,-105-L, @ RElllVE EXISTING .!Ill REPLACE WITH !-INCH SERVICE TO EXISTING IETER BOX PER CltB STI>,-502-L, 8 -t---+--+ L A ·2640· t : •• .. .. V O N • N'LY R/W 1' l'LY R/1 1' EX. SIDEWALK N STREET $'LY RIV 50' II' 7' ,. ,, 6' 5' 0-.....0. 4• A,C,P, WATER IIAIN _,.., .,___ o.__PRCl'OSEO 1• P,v.c. EX, GAS LINE EX, e• VCP SEIER------WATER IIAIN TYP. SECT. AVON STREET STA, 0+40 TO STA, 2+75 HTS. 50' E'LY R/W 11' 11' 7' 4' EX, 2• A,C./6' A,B. ,,___EX, 6' VCP WATER IIAIN EX, 1• VCP SEIER ___ _..,() TYP. SECT. TUSTIN AVE. STA, 1+40 TO STA, 3+30 HTS I ' 18' 50' I 11' 1 .... ----i... ,-"f ! ~ 4' I ' / I I~ '" -", / I~ -i:: i V-SEE DETAIL "f• SHT, 6 If 6 / 11 !l! 11 \ I I : I \ ·1 ' \ I, / \ ii '\ 'i" / N'LY R/W W'LY R/W W'LY R/W 12' 12' S'LY R/W 50' 11' 11' 1' EX, 1• VCP SEIER--0 TYP. SECT. AVON STREET STA, 3+o0 TO STA, 4+28 IO' 21' 9' I , EX, ELECT,/ EX, a• VCP SEIER __._..() HTS E'LY R/W 21' 12' 12' &' 6' S.5 \_EX, z• STL, CATV °'--EX, 2• GAS LINE PROPOSED 12• p. v.c. WATER IIAIN EX, &• CIP WATER MAIN PRCl'OSEO I' X I ,5' ca«:, BOX STIJIII llftAIN lNOT INCi.LOO)) TYP. SECT. RIVERSIDE AVE. STA. 10+50,00 TO STA, 17+38.QO 60' 18' EX, I' VCP SEIER ___.I.) 11' HTS 12' °'--PRCl'OSEO 12• P, V,C, WATER Ill.IN TYP. SECT. RIVERSIDE AVE. STA, 0-168,27 (NEAR CLIFF DRIVE INTERSECTION> HTS E'L R/W ", _,,/ ..... ,,,. REF: TR, 9191 IH997-51 lHiOM-51 IH99lHil 0-5200-SI 0-5191-51 R-55B2-51 R-5597-51 F,B, 5Ct2, SffTI;, 33-421 F,B, 521 SHT. Bl-A C-3027 ...___ ___ __.. A V O N AVENUE WATER AND SEWER MAIN REPLACEMENT '.I I .L I ·1 I 6' 22' WIii-· 18' DETAIL "A" SCALE: S,4* • 101 -o• RIVERSIDE ELEVATION = 10' !IISLI N11!1W. UPSTREAM PRESSURE = 115 PSI ZONE 2: IHGL-280' I NalMAI. DOINSTREAV PRESSURE• 69 PSI ZONE 11 tHGL=t65 l SET OOINSTIIEAV PRESSURE = 45 PSI AVE, DETAIL "B" SCALE: S,(~ 10' ~• PRa»OSED ,, x 1.s' a.c.a. STIR DRAIN !NOT INCI.UOEO 2 13+75 l INT, / RIVERSIDE AYE, & AYON STREET • I- C/) ~ ~ ,t_ • .;_..--PRIP, 18' S,D, !NOT INCI.IIJEDI -WATER VAIN TO 8E CONSTRIICTED 8ELOI PROPOSED STORII DRAIN LATERAL 21 '", !NY, 8' WATER ELEY, 5,5 "-INV• ta• R·C•P• * ELEY· J.7 12' !NY, ELEY. \ I I INTERSECTION 1~3,64 RIVERSIDE AV, 22-169,91 AYON SlREET 15 22' "' "' .. !!! RIVERSIDE z't I I: I I ~ I I I .. I ., I DETAIL "C" SCAlE 1t( = 10' ~• BENCHMARK PK & W EL, 9,62 1976 DATIIII EDISON YAU!. T iO W,C,H, & RIVERSIOE AVENUE 16 0 © @ © @ © (v © @ @ ® ® @) @ @) @ @ @) @ @ @ @ ® -@ @ ® ® CONSTRUCTION NOTES AIAND0N EXISTING WATER VAIN, CUT AND PLUG ENDS 11TH CONCRETE, INSTALL 12" CUSS 200 PVC WATER MAIN, REIIJVE EXISTING RISERS, VALVE BOX AND/Ill COVER, ABANDON EXISTING VALVE IN PLACE, INSTALL 12' Fl.ANGE X IECHANICAI. JOINT ADAPTIII, INSTALL RESILIENT IEDGE TAPPING VALVE (Fl.ANGE X FLAHGEI, REIINE AND SALVAGE EXISTING FIRE HTDRANT, RE11JRN TO 1£IPIIIT IIEACII UTILITIES YARD AT 949 IIEST 15TH STREET, INSTALL NE1 FIRE HTDRANT ASSEllll. Y P£R APfLICABLE f!JITIONS IE CNB STD,-50IH., FIRE H'fDRANT SIIALL BE JOES J-3755, wr ANO PLUG Iii" FIRE HYDRANT VAUIE WITH 6" C.I.P, PUJG WITH ONE 5Ef 0~ TIE ROOS AND SOC1<ET CLAMPS. NOT tJSEI). AIAND0N EXIS!ING -11.E, INSTALL 12' X I' FLANGE X Fl.ANGE ECCENTRIC REDUCER, REIIJVE EXISTING AND CONSTRUCT 4-INCH SEIER LATERAL WITH CI.ENIOUT PER CIII STD,-.IOH., INSTALL 12' X 6' FLANGE X FLANGE TEE, CCHiTRUCT 6' lHIClt P,C,C, PLUG IN EXISTING SEIER MAIN WTLET IE EXISTING IIIIIKl.E, INSTALL 12' X 6' IECIIANICAI. JOINT X FLANGE TEE, INSTALL 12' X a• IEt:llANICAI. JOINT X IEt:llANICAL JOINT TEE, INSTALL a• IEt:IIANICAL JOINT X IEt:IIANICAL JOINT RESILIENT IIEDG£ GATE VALVE, INSTALL 6' CUSS 53 DIP SPIXl.-60" LONG FLANGE X FLANGE WITH 8-MIL PII. YETHYLENE ENCASEIENT, • CUT AND PLUG EXISTING TEE 11TH &-INCH ILIII> FLAHGE 1200 LIS, l INSTALL a• CUSS 200 PVC WATER MAIN INCUl)ING TRENCH RESIIIFACIMG P£R CNB STD,-105-1., REIINE EXISTING VAi.YES AND PIIITIONS IE INTERFERING PIPE, INSTALL I' TAPPING SLEEVE PER CNB STD, -illl-1., RElll\'E EXISTING SERVICE AND REPLACE 11TH 2-INCH SERVICE TO EXISTING IETER IDX PER CIII STD,-503-1., INSTALL 12' CUSS 52 DIP IN HIL PII.YETHYLENE ENCASEIENT, INSTALL a• Cl.ASS 200 PVC WATER MAIN. INSTALL 12' FLANGE X IEt:IIANICAL JOINT IUTTERFLY VAi.YE, ABANIXJl EXISTING SEIER MAIN AND REVDYE INTERFERING PIIITIONS, REVDVE EXISTING AND REPLACE WITH I-INCH SERVICE TD EXISTING IETER BOX PER CNB STD,-i02-L, INSTALL 6' PRESSURE REllUt:IMG STATION ASSEl8.Y PER CIII STO.-!i2t-L, INSTALL THRUST aLDClt PER CIII STD.-510-L, INSTALL 12• X 36' LONG Cl.ASS 53 DIP SP1Xl. PIECE !FLANGE X Fl.ANGEi IN Hill PII.YETHYLENE ENCASEIENT, INSTALL 12' X I' FLANGE X FL.ANGE TEE. INSTALL 6' FUHGE X VECIIANICAL JOINT. RESILIENT WEDGE GATE VALVE. INSTALL a• SCltED\LE 80 PVC VENT WITH LONG RADIUS BENDS. VENT STAClt SffALL BE IIAIIFACTIIIED BY M!CUH:AST CIIPANY IIIIEL II), ll'Sfflt-1, VENT STAClt SHALL BE B(l.TEO 11) A 24' X 24' X 6' THIClt CONCRETE PAD WITH TYPE 316 STAIII.ESS STEEL 801. TS, @ INSTALL 8" TRANSITION COUPLING (C-900 SOR-14 PVS X CL52 DIP) <@) REMOVE INTERFERING PORTION OF EXISTING MAINS, FITTINGS AND APPURTENANCES. @ INSTALL. 8" FLANGE X MECHANICAL JOINT RESILIENT WEDGE GATE VALVE. REF: TR, 9191 D-,1997-51 !HiOl4-SI D--1990-51 0-5200-SI 0-5191-51 R-5512-51 R-5597-51 F,B. 502, SHTS, 33--121 F,B, 521 SIil, 87-A C-3027 IES OIREctci 4iaitD111ECffit A V O N AVENUE 1---1--+----------+--l R,C,E, ND, llffl R.C,E, ND, 1mt DATE ,_ .. .,_,.. DA!f l•&1•9S: WATER AND SEWER MAIN REPLACEMENT DESIGN[DlilSISL ORA:,,, GftACIA C !TY OF NEWPORT BEACH l-~'---'--R-E_Y_I_S_I_O_N_S __ ...1.._+----+----➔CH==ECk=E~Dlil=SA=D+.D=AT;;:E=="'-l PUBLIC WORKS DEPARTMENT DATE BY OESCRIPTII)( APP'D, W-5184-S T 5 IF 6 -00 t. -F "' ... CATY EX.&-ACP--- • ! z -I-en ~ • DETAIL "D" SCM.Ell/4' ~ 101~• ' .. ' ":,ex.&• ACP---- '.r. AVON ST. -----+---------,,4---E) R/W "' -~-CURB -+---1---EX, 6' ACP DETAIL "E" ! I ! EX. 6' ACP ' ' ; ! ; ' .. § ; ; .... R/W : i-----CURB ' R/1 ;·1. CURB '' R/1 I~/ ' ---'' '' I I El.EYATIIJI • 11' UISl.l _ _.,..,__t t«IIIW. IFSTREAM PftESSURE • 116 PS! ZIJIE 21 IIIGL-1!I0' I t«111W. DOlltSTREAM PftESSURE • 61 PS! ZIJ£ t: UIGl."165' l SET DOlltSTREAM PftESSURE • 40 PS! 0 ® @ ® ® ® ® ® ® ® ® ® @ ® ® @ I @ ® CONSTRUCTION NOTES INSTALL 12' CUSS 200 PVC WATER MAIN, INSTALL 12' FLANGE X IIECIIAN!CAL JOINT AOAPTIII, 11E11M All) SALVAGE £X!ST!NG FIR£ HYDRANT, REllJRN TO NEW'O!T IEACH UTILITIES YAIII AT 949 IIEST 16TH STREET, INSTAI.L NEW FIR£ HY1lt!ANT ASSEl8. Y PER AP!'I.ICAIU PIIIT!OHS IF CIII STD,-501H., FIR£ HTDIIANT SHALL BE JIJ£S J-3755, INSTALL &' CUSS 200 PVC IATtA IIA!N, INSTALL I' CUSS 200 PVC IATtA IIA!N !NCl.ll>!NG TR£NCII RESIIIFAC!NG PER CIII STD,-10H., INSTALL 6' PR£SSUIE REDUCING STATIIJI ASSEll!LY PER a8 STD, -Q1-L, INSTALL 12' TlWISIT!llt COJll.!NG (ACP ROUGH BARREL X C-900 SDR • 14 PVC l REIIM EXISTING Elll CAP 1111 THRUST ll.0Ctt, INSTALL 12' 45• FLANGE X FLANGE BENO. INSTALL &' FLANGE X IIECIIAHICAL JOINT RESILIENT IEDGE GATE VAi.YE, INSTALL &' FLANGE X FLANGE RESILIENT IEDGE GATE VAi.YE, INSTALL 6' TlWISIT!llt COJII.ING (C-900 SOR-14 PVC X ACP ROUGH BARREL) INSTALL I' X &' FLANGE X FLANGE ECCENTRIC REDUCER. INSTALL 6' X &' FLANGE X FLANGE TEE, INSTALL &' FLANGE X IIECIIAHICAL JOINT ADAPTER 11TH RETAINER GUIIIS AN> PCI.YETHYLEIE ENCASEIIEIIT, INSTALL a• IIECIIANICM. JOINT X FLANGE ADAPTER, INSTALL &' MECMICM. JOINT X FLANGE TEE, IIEIIIYE INmlFERING P!RTIIJIS IF EXISTING IIA!NS, FITTINGS, All) APPUr!EIIANCES, INSTALL lllRUST lllDCl( PER CIII STD,-510-L, INSTALL 6' X 36' CLA5S 5l DIP SPCD. PIECE (FLANGE X Fl.ANGE) IN I-illL PCl. YETHYL£1tE ENCASEIIEIIT, INSTALL &' FLANGE X IIECIIAHICAL JOINT RESILIENT WEDGE GATE VALVE. INSTALL 1• SCIIEDlll 10 PVC ¥ENT 11TH UNI RADIUS l!ElllS, ¥ENT STACII SHALL BE MAIU'AClUIE) BY MIIUI-CAST ~~4~•"?i.1ffO:iE:WAO~~ ~l~ ~~~ A STEEL 1111. TS. INSTALL 12' 22 112' FLANGE X FLANGE BENO: REF: TR, 9191 D-4997-SI IHOl4-SI D-4990-51 IH200-51 0-5191-SI R-55I2-SI R-5597-SI F,8, 502, SHTS, ll-<121 F,8, 521 SHT, 17-A C-3027 A V O N AVENUE .. -OD .I: • er I I I . ·_ "I .. : I • -• -" -¥----• ,_,_ - -~,z-~--. . • -''"'"=;"= .. ~."!."'"-""'-~'-"-""'"1-~· .. ""' ~ ,,_. J' ,., Ii! " = Ii ~ -ME. I • CITY OF.·· a COSTA· I I, MESA YICIIIIIA sr. l'fflt sr. --~-.::::: -----::::--~~ P~c 0 -IflllCATES m 1 F" 1 c SIIIVN <II LOCATl<»I MAP ·VICINITY MAP RED tED SCALE SYMBOL LEGEND • • •·• · POWER Pll.E SIii O IIANHII.E FIRE HYDRANT ... □ .. · IETER BOX ., •~;.;:. •. ~.VALVE/ POWER PCI.E ANCHOR IOllJIENT· ==== BLOCJ.WALL .:0.· TREE >. 0 0 SHRUBBERY = =""fi};:,,a,. • ASPHALT PA VEIENT . ;:::;:;:';:::: '{: BRICKIALK I:. ~; ·_.· • . · I CONCRETE ~~ BUILDING -· '--· -EXISTING CONSTRUCTION • • -• • -PRCJ>ERTY LINE NEW CONSTRUCTICII ---<i.---CENTERLINE • -··-S---~ SEWER LINE ---V •--WATER LINE . -•4l---GAS LINE -E--POWER LINE -TEL-TELEPHONE LINE . ,-TV--CABLEVISION LIIE . -.-SP-SPRINKLER SYSTEII b ' STREET LIGHT -.--S I GN w E ABBREVIATION A.C • •• • ASPHALT CONCRETE AB AGREGATE BASE ACP ASBESTOS CEIENT PIPE APP'D APPROVED AVE AVENUE BC BEGIN CURVE BCR BEGIN CURVE RETURN CIP CAST IRON PIPE Clot' COORUGATED IETAL PIPE CONC CONCRETE CONST CONSTRUCTION DIP DUCTILE IRCII PIPE DEPT • DEPARTIENT DWY DRIVEWAY DU DUCT E EAST S'LY SOUTHERLY EC END CURVE ELECT ELECTRIC EX EXISTING FE FLANGED END FL. FLOW LHE HOR HORIZONTAL INT INTERSECTION INV • INVERT LF LINEAR FEET MJ IECHANICAL JOINT N NORTH N'LY NORTHERLY NTS NOT TD SCALE PCC PORTLAND CEIENT CONCRETE PP POWER POLE PROP PROPOSED PVC POLYVINYL CHLORIDE !PIPE> PVMT PAVEMENT RCB . REINFORCED CONCRETE BOX RCP REINFORCED CONCRETE PIPE RT RING TIGHT R/1 RIGHT-DF-WAY sea SEWER CLEAN OUT SD STORM DRAIN SECT SECTION SHTS SHEETS S'LY SOUTHERLY SMH SEWER MANHOLE ST STREET STL STEEL TR TRACT TYP TYPICAL VCP VITRIFIED CLAY PIPE VERT VERT! CAL . W WEST W'LY WESTERLY ITD .• • TRANSITICII DR FLEX COUPLING , , .. • t • ••• (I CITY OF ·•···-.. IRVINE • U.C. I, EMERGENCY TELEPHONE NUMBERS .. J -. • " CALL TOLL FREE ; • 1-800-422-4133 BEFORE YOU DIG .. AGENCY . SOUTHERN CALIFORNIA GAS Cllf'ANY SOUTHERN CALIFORNIA EDISON CDlol'ANY .• PACIFIC TELEPHONE Cllf'ANY CITY IF NEWPOOT BEACH HJTILITIES) COUNTY SANITATION DISTRICTS· COMCAST CABLEVISION COMIIJNITY CABLEVISJ(lj UNDERGROUND SERVI CE ALERT •· P.B. DISPATCH 880-127-2200 895~221 611 ·: .. :.,.-.· 644-3011 • •. ;. ,i'C::/.'•:••·: ..... 962-2411 542--6222, AFTER 6:00 PM 542-3975. 720-1040 1-l!D0-422-1133 , ·' 1-909-359-2175 ••• ';·- ,. {, ;,"' ' ': :: \.- -, ' ,'·, ', 'I:,,;,·,,,, ' '" ,\ ;. -• /,; >" ,,,_ ,, / I ' . '; ' ' : ' ' _-. ,' - .. UTILITIES· __ DEPARTMENT-:> lffi ~ W.~ ~ ~ ~ [Q) ~ l W@~ .-·~,r. ~~[p) ' ' '< ': ':_ ',' \ C ' -,, ' _, ,---:., ___ ---__ -.-~---_-_-.--• :.·-,._ ;-· ---: ""/ ':•_ ' ; ::': -,:._;-:.:.:::<.--·:_·· __ ;;':'. ~---<. -;"_:.:·----~-:~ ---~•::·;_ ' .DATE:.••··' ··23, 199~_•-'•••''; , .... ~ " -.-✓_,,;t ' . •·•. PUBLIC WORKS .DIRECTOR R,C,E, 16791 • • •• · •·· CONSTRUCT I ON NOTES (D • ABOOON EXISTING WATER MAIN, CUT AND PLUG ENDS WITH ·.• · · ·• CONCRETE. . . •··•·• , INSTALL 12" CLASS 200 PVC WATER MAIN. • .• REMOVE EXISTING RISERS, VALVE BOX AND/DR COVER, ABANDON EXISTING VALVE IN PLACE, INSTALL 12" FLANGE X MECHANICAL .JOINT ADAPTOR. '.· INSTALL RESILIENT WEDGE TAPPING VALVE !FLANGE X FLANGE), REMOVE AND SALVAGE EXISTING FIRE HYDRANT AND BURY, RETURN TD NEWPORT BEACH UTILITIES YARD AT 949 WEST 16TH ;,STR~EE;;,T~. ,::-::....-, INSTALL NEW FIRE HYDRANT ASSEMBLY PER APP IF CNB STD,-500-l, FIRE HYDRANT SHALL BE NS - CUT AND PLUG AT FIRE HYDRANT VALVE WITH s• c.J,P, ANO OOE SET IF TIE RODS AND SOCKET CLAlol'S •.. • @· • NOT USED 1 ABANO!Jt EXISTING MANHOLE,. INSTALL 12• X 6' FLANGE X FLANGE ECCENTRIC REDUCER •. INSTALL 6' CLASS 200 PVC WATER MAIN, REMOVE EXISTING 00 CONSTRUCT 4-INCH SEWER LATERAL WITH· CI.EANOUT PER CNB STD. -106-L, . /INSTALL 12• X 6' FLANGE X FLANGE TEE,': ' . : i ' I . • CONSTRUCT 6" THICK P,C,C, PLUG IN EXISTING SEWER MAIN OUTLET IF EXISTING MAit-iDLE, @ INSTALL 12" X 6" MECHANICAL JOINT X FLANGE TEE. ® ® 3 ····•.··.@ '! ···-3 $ ® @ REMOVE EXISTING AND REPLACE WITH 1-INCH SERVICE TD EXISTING .• 1,. ,·.,., METER BOX PER CNB STD, -502-L. • ' INSTALL 6' PRESSURE REDUCING STATION ASSEMBLY PER • CNB STD.-521-1., INSTALL 12• TRANSITION COOPLING IACP ROUGH BARREL X C--900 SDR-1.4 PVCI.- REMOVE EXISTING END CAP 00 THRUST BLOCK, CONSTRUCT a• DIAMETER PVC SEWER MAIN AND CONNECT TO • EXISTING MANHOLES, RECHANNEL FLOOR OF EXISTING MANHOLES TO CONFORM WITH CNB ST0,-101-1., INSTALL 12' 45' FLANGE X FLANGE BENO, ' • CUT AND RElllVE EXISTING SOUTHWESTERLY MANHOLE PIPE ·• CONNECTIOO AND SEAL WITH NON-SHRINK GROUT, INSTALL a• TRANSITION COUPLING IC--900 SDR-14 PVC X Cl.-52 DIP!,· INSTALL 6' FLANGE X IECHANICAL JOINT RESILIENT WEDGE . ., . ~:~A~tL:,FLANGE X FLANGE RESILIENT WEDGE GATE VALVE, ; • '' INSTALL 6' TRANSITION COUPLING IC--900 SDR-14 PVC X ACP ROUGH BARREL>. •• @ INSTALL 8' X 6' FLANGE X FLANGE ECCENTRIC REDUCER, . • @ • INSTALL 6' X 6' FLANGE X FLANGE TEE, @ INSTALL 6' FLANGE X IECHANICAL JOINT ADAPTER WITH RETAINER GLANDS AND POLYETHYLENE ENCASEMENT, . @ INSTALL 12" X 8' MECH~A~l.~Al .. JOINT X MECHANICAL JOINT TEE •• @ INSTALL 8' MECHANICAL JOINT X MECHANICAL JOINT- ·,, : :'· -' ,·, • • INSTALL 6' MECAN I CAL JOINT X FLANGE TEE, . • • • I INSTALL a• IECHANICAL JOINT X FLANGE ADAPTER, .-' ' RESILIENT WEDGE GATE VALVE, •• -' -. ,, _, --: @ INSTALL 6' CLASS 53 DIP SPOOL--60' L(ljG FLANGE X FLANGE WITH B-IIIL: • • POLYETHYLENE ENCASEMENT. • • @ CUT AND PLUG EXISTING TEE WITH 6-INCH BLIND FLANGE 1200 LBS.) @ INSTALL e• CLASS 200 PVC WATER MAIN INCLUDING TRENCH RESURFACING PER CNB STD,-105-1., @ REMOVE EXISTING VALVE AND PORTIONS OF INTERFERING PIPE. , • @ . INSTALL 6' TAPPING SLEEVE PER CNB STD.-507-1., ,,,; @ ... REMOVE EXISTING SERVICE AND REPLACE WITH 2-INCH SERVICE TO EXISTING IETER BOX PER CNB STD,-503-L, @ • REMOVE .INTERFERING PORTIONS IF EXISTING MAINS, FITTINGS, AND APPURTENANCES, INSTALL 12" MECHANICAL JOINT X MECHANICAL JOINT BUTTERFLY VALVE PER CNB STD. -508-1.. !NOT USEDI 19 .· . . INSTALL THRUST BLOCK PER CNB STD,-510-l •. ·.• •• INSTALL 12" X 36' LONG CLASS 53 DIP SPOOL PIECE.· !FLANGE X FLANGE! IN 8-lot!L POLYETHYLENE ENCASEMENT~ • • @ '> INSTALL 12" X e• MECHANICAL JOINT. X FLANGE TEE, · • .,,.,, •• @ •.. INSTALL 6' X 36' CLASS 53 DIP SPIXI. PIECE !FLANGE X FLANGE! .• .. I ·····.· INSTALL 12• CLASS 52 DIP IN 8-IIIL POLYETHYLENE ENCASEMENT •. INSTALL e• CLASS 200 PVC WATER MAIN INSTALL, .• ' •···•· • • .... • •• , INSTALL• 12• FLANGE X IECHANICAL JOINT BUmRFLY VALVE, •••.. • • IN 8-IIIL Pll. YETHYLENE ENCASEIENT, . . .. · ..... • ..• @ • INSTALL s• FLANGE. X IECHANICAL JOINT BUTTERFLY VALVE;:;;'.p;< (9 '. INSTALL e• SCHEDULE 80 PVC VENT WITH LONG RADIUS BENOs1/l:< . • • VENT STACK SHALL.BE MANUFACTURED BY ARMOUR--cAST :c :.\,ff . ·• · CllliPANY IOlEL NO, UPSRK-8. VENT STACK SHALL BE BOLTED TO A···" : @ .• r~ii=s?ISTING SEWER --,.,,,-INTERFERING "'''"'''' ·, .,,,,,,•@ ... ,. •• ;;,;,;,;, 24" X 24' X 6' THICK CONCRETE PAD WITH TYPE 316 STAINLESS .'/• -,· STEEL BCI.. TS, -·· • ···· , ... @ 1 ' INSTALL 12• 22 .{;f FLANGE X FLANGE BENO,'•··. • .. • • <c;rtr:., • • @ INSTALL a• FLANGE X MECHANICAL JOINT RESILIENT WEDGE GATE VALVE, • •• GENERAL NOTES 1, THE CDNSTRUCTI!lt OF ALL PUBLIC Ill'RDYEIENTS SHALL CIJl'IRI TO THE REClJIREMENTS IF Tl£ NEIPIJIT BEACH CONSTRUCTION STANDARDS, STANDARD SPECIAL PROVISIONS, DESIGN CRITERIA, STANDARD DRAWINGS AND THE STOOARD SPECIFICATIDNS FDR PUBLIC IIIRS CONSTRUCTI!Jt, 1994 EDITUlt, ..... . 2, STATIONING REFERS TO CENTERLINE IF STREET, '. ,.• ;;, : • 3. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAIUBLE REcmos. THE CONTRACTOR SHALL BE RESPONSIBLE FIil VERIFYING THE ACTUAL LOCATION 00 ELEVATION IN THE FIELD PRICJl TD BEGINNING CIJjSTRUCTJON IF NEW FACILITIES • 4, STATIDNS SHOIN TIIJS (o+oo] ARE SEWER STATIONS AN> ARE IlllEPEl«lENT.IF ALL OTHER STATIONS. 5, THE WALLS AN> FACE IF ALL ELEVATIONS GREATER THAN FIVE 151 FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM: SLCJ>ING OF THE GROUND Cfl OTHER EOOIVALENT IEANS, TRENCHES IJl EXCAVATIONS LESS THAN FIVE 151 FEET IN DEPTH SHALL ALSO BE GUARDED lllEN EXAMINATION INDICATES THAT HAZARDClJS GROUND MOVEMENT MAY BE EXPECTED, 6. THE CONTRACTORCS) SHALL IJITAIN A PERMIT TD PERFMII EXCAVATION Cfl TRENCH WCJIK AS DESCRIBED IN NO. 5 ABOVE FRIii CAL --QSHA. . . . • 7, ALL SEIER All> WATER PIPE SHALL IE BEDDED PER CITY IF NEWPDRT BEACH ST0,-106-1.. 8, VCP SEIER PIPE MAY IE USED IN LIEU IF PVC PIPE BY SPECIAL PERMISSION, PIPE SHALL BE MANUFACTURED PER ASTN 0-3034 SDR-35 IJl ASTM F-789, ALL FITTINGS SHALL PREFABRICATED FULL-BOOY FITTINGS, PVC SEWER PIPE BEDDING SHALL BE 3/4' CRUSHED ROCK FRDI 6' BELOW THE PIPE TO 12• ABOVE THE TCP IF THE PIPE ANO SHALL BE CONSOLIDATED BY JETTING PRIOR TO COl'LETION IF BACKFILL, 9, DUCTILE IRON PIPE All> FITTINGS SHALL BE A MINIIUI CLASS 52 All) SHALL HAVE AN 8 MIL LOOSE PLOYETHYLENE tllCASOENT AS PER SECTION 207--9,6,2 IF THE STANDARD SPECIFICATIDNS, 10, THRUST BLOCKS SHALL BE INSTALLED ON ALL WATER MAIN FITTINGS IN ACC!JIDANCE WITH THE CITY OF NEIPmT BEACH STD.-510-l. • • 11, WATER MAINS SHALL HAVE A MINIMUM OF 30' OF COVER FRIii SUBGRADE, 12, ALL SEWER LINES TD BE DINED, CJ'ERATED 00 MAINTAINED BY THE CITY IF NEWPORT BEACH SHALL BE VIDEO INSPECTED AFTER CLEANING, AIR TESTING AND MANDRILLING, ALL VIDEO INSPECTION SHALL BE PERFCJIIED BY THE CITY UTILITIES DEPARTMENT. ANY SEWER LINE FOUND TO BE INSTALLED INCDRRECTL Y, • DEFECTIVE, DAMAGED CJl OTHERWISE CIIIPRIIIISED SHALL BE REPAIRED/REPLACED AND REINSPECTED, INCLUDING AIR TEST, MANDRILL AND VIDEO, PRICJI TO ACCEPTANCE. 13, THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOUR IN ADVANCE OF A SHUTTING IFF ANY FIRE HYDRANTS, AT 1714)644-3106, ; 14, THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN ADVANCE IF ALL LANE • CLOSURES, 15, ALL FLANGE PIPE JOINTS SHALL BE JOINED UTILIZING TYPE 316 STAIM..ESS STEEL NUTS, WASHERS AND HEX~EAD Bil.TS. GASKETS SHALL BE Fll.L-fACED, CLOTH REINFORCED BUNA-N RUBBER. 16, FLEX AND TRANSITION Clll'LINGS USED TD JOIN PIPE IN WATER MAIN CONSTRUCTION SHALL HAVE ALL THREADED PARTS All> JOINING HARDWARE FABRICATED FRIii TYPE 316 STAINLESS STEEL, 17, PIPE HARNESS ASSEMBLIES, VALVE AND FITTING RESTRAINTS Alll SHACKLE-<:LAMP ASSEMBLIES SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL ALL-THREAD ROD, NUTS, BCI..TS AND WASHERS, CLAMPS, SHACKLES AND OTHER HARDWARE MAY BE CARBON STEELS OR DUCTILE IRDN WHERE APPROPRIATE, BUT MUST BE COATED LIBERALLY WITH CalROSIOO PROTECTIVE MASTIC Cllf'OUND, ' 18, BOLTED CONIECTORS FABRICATED FRIii TYPE 316 STAINLESS STEEL SHALL HAVE THREADED PARTS COATED •• LIBERALLY WITH AN APPROVED ANTl-cEASE ~[lJN). • 19, ALL Bil. TED AND THREADED FASTENERS SHALL BE MANUFACTURED IN THE UNITED STATES OF AIERICA ANO SHALL CONFORM TD THE MINIMUM REQUIREMENTS FOO STRENGTH, MATERIAL CONSTRUCTION AND DIIENSIDN AS ESTABLISHED BY THE ASTM ANO THE ANSI SPECIFICATIONS. ALL FASTENERS SHALL BE ACctlf'ANIED BY WRITTEN CERTIFICATION FRIii THE MANUFACTURER STATING COIA.IANCE WITH THE APPRCJ>RIATE SPECIFICATIONS, 20, THE CONTRACTOR SHALL REQUEST INSPECTION FRIii THE PUBLIC WORKS Alll UTILITIES DEPARTMENTS 48 Hlll!S IN ADVANCE IF PERFORMING ANY WORK. 6-44-3311 FOO PUBLIC WCJIKS, 644-3011 FOO UTILITIES, THE PUBLIC WCflKS DEPARTMENT INSPECTCJl SHALL ALSO BE NOTIFIED AFTER PLACEIENT OF FORUS AND PRIOR TD PLACEIENT IF ANY CDNCRETE FOR ClllB AND GUTTER SO THAT THE FORMS CAN BE CHECKED FOO LINE AND. •· GRADE AND CCll'ARABILITY WITH EXISTING CONSTRUCTION. •• •• • •••.; "•.,, , ! 21, SEWER, WATER ANO STORM DRAIN LliES DISTANCES stmN IN PROFILE 00 IN THE ESTIMATED lllANTITIES ARE Hll!IZONTAL DISTANCES. .,· -~·-\¥', 22, ALL MECHANICAL JOINTS SHALL BE INSTALLED 11TH RETAINER GI.ANOS. SHEET INDEX SHEET DESCRIPTION·· 1 • TITLE SHEET· ~ 2 PLAN ANO PROFILE, RIVERSIDE AVENUE, 3 PLAN AND PROFILE, RIVERSIDE AVENUE, 4 PLAN, AVON STREET, AND TYPICAL SECTIONS· '',<,' ,, • ! 5 DETAILS 5. DETAILS &_ llJS SEWER LATERAL LOCATION AND WATER MAIN PRIFILE llll!FICATIDNS &_ MJS ADJUST RIVERS! DE AVE. PRV LOCATION •• ;. •; DATE BY DESCRIPTION APP'O W-5184-S 1--.._ _ _._ _______________ +----------t REVISIONS SHT, 1 OF 6 ' r I ' 'I ~' ' ' 'Nlllltllll -fflm ~ I 1ffl I; I II 10+o0 11+o0 12+o0 14+o0 PROFILE SCALE HOR. • 1 " = 40' VERT .•• 1 " = 2' -.. . . . -~-- ,, --.. _ REF: TR. 919; D-4997-S; D-5084-SI D-4990-S; D-5200-S; lr--5191-S; R-5582-S; R-5597-SI F.B. 502; SHTS: 33-42;· F.B~ 521 SHT. 87-A ·,:c;. •• ;.,,./· • DESIG~D DRAWN IT F T ~D:.:.:.ATE::...i__:B~Y ....L..:...._2....__c:___:DE=SCR==IP.::TI=ON""-1.,~ i;•·;,:1.:•,L··:::.:.·:~. ·~ :, .... :J . ..,..M'-::-P'_o.+.-:-+,;;..-~~.;.;__""""':'-~=~MJ~S/SL~HA~C/11.!!..!!!GRA!!!!c~IA~ C Y O NE WPOR BEACH y I s J o N s ·;<;; ··••··• • CHECKEDMJS/LD DATE OCT 1994 PUBLIC WORKS DEPARTMENT R E :. :-, l,,._-:~ ,,-._: -, W-518~ Sl£ET 2 Ill I 30 5E I 17+o0 ·-~ ,_ ., j _;)~ };',,_ ~~: =-~ ,_ -·-,. -·.,_;s·,: .. -- CURVE /:J,, R L T 43D37•21• 437.30' 332.94' 175.00' © 26D59•51• 404.54' 190.62' 97.11' © 43D37•21· 415.30' 316.19' 166.20' 21°14'29• 382.54' 181.88' 92.69' © 12°47'11• 278.()()' 62.04' 31.15' -.--._, ---J _-- _-_. ·- . .. ~ -~ -~--' - .. - B ~ ii I 20+o0 & .. !:i ·': ~ ,. ' . \ mi ii ~ I ~ I I 21+o0 Ii I ~ -=---. __ ~ 11 ii ~ 24+o0 25+o0 ~ jl ~ _; • ,. C'' '" -~ ,_ ::, •-a •-_'- ~ ,. - --• £-~: -,: ;"" -.-- PROFILE SCALE HOR. 1" = 10' VERT. 1" = 2' [ 0+501 . -. ,:, -. .::. ...... : .. CONSTRUCT I ON NOTES © INSTALL 12" CLASS 200 PVC WATER IIAIN . .. •, • •. ••• '• • • C' ; • , G) INSTALL 1£1 FIRE HYDRANT ASSEta.Y PER APPLICABL~. > ·•.~··.· •· '. . •~ ;;· .. · .... CF CNB STD.-500-l, FIRE HYDRANT SHALL BE JIJ4ES~J ' '. ,>;; ;,, t '@ ABANDIJ4 EXISTING MANHOLE. ,-----· "'----- ' ' c,i\ • ' I }: @)3 •. RElllYE EXISTING AND CIJISTRUCT,(-INCH SEIIER LATERAL WITH) ,. •· ... !' {'. CLEANOUT PER CNB STD.-4O7-l. (. <~-INCH AT STA. +9-+-l&l. • , . .. . , -~_..... _____ ,, .. 'lo . ·•• .. · , . ';.· '@ • INSTALL 12" X 6" IECHANICAL JOINT X FLANGE TEE • • C •• ) : • • . @ ABANDON EXISTING SEWER IIAIN AND RElllYE INTERFERING z; • •• o • . , PORTIONS, ;'i- ® ', '. •• CONSTRUCT 8 • DI AIETER PVC SEWER 11A IN AND CIJ4NECT TO EXISTING MANHOLES. RECHANNEL FLOOR CF EXISTING . MANHOLES TO CONFORM WITH CNB STD.-4O1-l. CUT AND REMOVE EXISTING SOOTHWESTERLY MANHOLE PIPE CIJINECTIDN AND SEAL WITH NON-SHRINK GRDUT. INSTALL THRUST BLOCK PER CNB STD.-510-l. •.•. INSTALL 6" FLANGE X IECHANICAL JOINT RESILIENT WEDGE GATE VALVE. ' , .;_ . '. •·o-, -:, • ' --' - \. CONSTRUCTION NOTES ABANllllf EXISTING WATER MAIN, CUT AND PLUG ENDS WITH Cll4CRETE, INSTALL 12' CLASS 200 PVC WATER MAIN. INSTALL a• CLASS 200 PVC WATER MAIN INCLUDING TRENCH RESURFACING PER CNB STD,-105-l, REl,llVE EXISTING ANO REPLACE WITH 1-INCH SERVICE TO EXISTING IETER BOX PER CNB STD,-502-L. . ~ ~ ·"' _,_c ... .,,-~ zX! .,, o"' a:>> ....... -... a: z !o!,n -~ ... ...,c+ ,., u A V 0 ---·.,--~,:: ~< ' II N N'LY R/W 7' W'LY R/W 1' EX, SIDEWALK ·2633· ,., ·2627· ·2615· ~ N -::E --C: 0: N Pl -. . N "' ---STREET S'LY R/V 50' 18' 18 I 7' 9' 9' 6' 5' 6' 2' A,C,/6" A,B, o-.._EX, 4• A,C,P, . .. . . WATER MAIN • • ........ •. · • . EX, e• VCP SEWER__.-()•· . o..._______ . . o..__PROPOSED a• P, V,C, EX, GAS LINE WATER MAIN TYP. SECT. A \/ON ..... ·•·s TREE T STA. 0+40 TO STA. 2+75 18' • · EX, 2• A,C./6" A,B, 50' :i', ·:~.: ,--. '_, ;;.' ' . ,, ; • 18' NTS E'LY R/11 7' 4' C)-...__EX;. 6" VCP WATER MAIN EX. a• VCP SEWER __..() TYP. < _,. ' ' SECT. TUSTIN.AVE. STA. 1+40 TO STA. 3+30 NTS -----SEE DETAIL "E" SHT, 6 DF 6 ·2607· · II> -c· 0 • N . >< .... 50', N'LY R/W W'L Y R/W 12' EX, 4• PCC SIDEWALK W'LY R/W 12' EX, 4• PCC SIDEWALK v-.--i,·x. 4• A,C,P, WATER MAIN 50' EX, a• VCP SEWER----0 S'LY R/W 1' . ~ ••.• o..__PROPOSED a• P.v.c. . EX, GAS LINE IATER MAIN TYP. SECT. AVON STREET STA. 3-tOO TO STA. 4+28 80' 28' 9' 10' ., -' EX, ELECT,/ • E~, a• VCPSEIER --C~- NTS E'LY R/W 28' 12' 12' 6' 6' 5.5 \_EX, 2• STL.· CATV . 1~ • () • •· EX, 2• GAS LINE ~PROPOSED 12• P,v.c. , . WATER MAIN - EX, 6' CIP WATER MAIN - PROPOSED 8' X 1,5' CONC, BOX STORM DRAIN I NOT INCLUDED l TYP. SECT. RIVERSIDE AVE. STA. 10+50,00 TO STA. 17+38,00 18' 18' · EX, 8" VCP SEIER ___..() • NTS E'L R/W 12' 6' • °'-._ PROPOSED 12" P, V.C .• WATER MAIN TYP. SECT. RIVERSIDE AVE. STA. 0-+68.27 (NEAR CLIFF DRIVE INTERSECTION) NTS REF: TR, 9191 D-4997-S; D-5084-S; D-4990-SI D-5200-S; D-5191-SI R-5582-SI R-5597-S; F,B, 502, SHTS, 33-421 F,B, 521 SHT, 87-A ... l BENCHMARK PK & W EL, 9,62 1976 DATUM, EDISON VAULT WEST COAST HIGHWAY • & RIVERSIDE AVENUE APPROVED !TIES DIRECTCI! C A V O N AVENUE ~ MJS ADJUST RIVERSIDE AVE PRV LOCATION ~-,_,~ DATE R,C,E, ND, 38799 1-u.~ R,C,E, ND. 16791 DATE l• Z'\· 75' WATER AND SEWER MAIN REPLACEMENT DESIGNEDNJS/SL ORA:,.. GRACIA CI TY OF NEWPORT BEACH --~-~-R_E_V--1 -S--1 -O--N-S __ __.__--1-----+-----+,C""HE""C"'KE""D~NJ~Sll~D +.o""n==E~~~-1 DATE BY DESCRIPTION APP'O, W-5184-S PUBLIC WORKS DEPARTMENT SHEET 4 r:E' 6 -' . -,_ -. >.-p,/ _, _ _-,. ----' -- I . ---_-_. --':-- -_< - 18' PROTECT EXISTING 2• GAS MAIN . IN PLACE,. DEPTH 36" i: . 6' 0 It') "' -+ ; ,.., - . • • . EX. 6' CIP . / .. ·•_._L ___ . ----' ~-:._ -. ,, DETAIL."A" SCALE: 3-4" 7 10' -o• RIVERSIDE an . ,n ~ I'> - ---s , _::.;:--:---~-.:.:.:~•-_.- ·. ·' i • &. '.:: ::>; ·:_: -:..:--:~ ... ,,...~ .... -·: AVE. _------__ > _· ·; -·/ --- --_-_ ' --~ ., _- 'ELEVATION= 10' IMSLl NORMAL UPSTREAM PRESSURE= 115 PSI ZONE 2: (HGL"280'l N~MAL DOWNSTREAM PRESSURE= 69 PSI ZONE 1: IHGL=165 l SET DOWNSTREAM PRESSURE= 45 PSI DETAIL "B" SCALE: 31/= 1 O' -o• 0 0 . ,.., f ,., - ------------------ PROPOSED I' x 1.5' R.C.B. STIRI DRAIN INOT INCLUDED 13+75 { INT. RIVERSIDE AVE. & AVON STREET • .... V) z a > < e,.,.;__-+-+PROP. 18" S.D, <NOT INCLUDED) i---,---.--WATER MAIN TO BE CONSTRUCTED BELOW PROPOSED STORM DRAIN LATERAL INV. 8" WATER ELEV, 5,5 INV. 18" R,C.P. ELEV. 7.7 0 . R/W ..----t ,., 22' , .. ;, •, ; ,, C (.\J C\I .i- tn T '', 0 ,, " ' ,' ,' ;: , \ ,.', '' '',·, ',. ' :~ ' '\ -• ,' ✓ 111 111 111 I I I . >-:::=-=-j:! J I / . . I I / I 22+21 I ~ I 1 . I ---=---~ ___ ..::,., -· --s DETAIL. "C" SCALE :3,( = 1 O' -o• BENCHMARK PK & W EL, 9.62 1976 DATIAI EDISON VAULT w.c,H. & RIVERSIDE AVEU: REF: -G -. © © @ © © © CD CONSTRUCTION NOTES AIIAlllON EXISTING WATER IIAIN, CUT AflJ PLUG ElllS WITH CCKRETE. INSTALL IZ' a.ASS 200 PVC WATER IIAIN. REllJVE EXISTING RISERS, VALVE BOX Afll/111 COYER, .ABAlllON • EXISTING VAL VE IN PLACE, INSTALL 1z• FLANGE X IEOIANICAI. JOINT ADAPTlll. •:. • • ·. INSTALL RESILIENT IEOGE TAPPING VALVE IFLANGE X FLANGE I. "-'- RElllYE All> SALVAGE EXISTING FIRE HTDRANt AND 111.ffi RETURN TO NEIPIIIT BEAOI UTILITIES YARD AT 949,IES 16TH SMET. I INSTALL IEI FIRE HYDRANT ASSEIIIL Y PER APPL I CABI. IF OIi ST0.-'50CH., FIRE HYDRANT SHALL BE JIIES J-3 © • CUT AND PUJG /ff FIRE HYDRANT VAUfE WITH 6" C,l.P, PUJG WITH ONE SET.OF TIE RODS AND SOCKET CLAMPS .• G) @) @ @) •. ® @) · .. @) @ @ NOT USED, AIIAIIKII EXIS!ING IIAIIIII.E, ••. INSTALL 12• X 6' FLANGE X FLANGE ECCENTRIC REDIJCER. ROl'.lYE EXISTING AflJ Cll6TRUCT ◄-INCH SEIER LATERAL WITH Q.ENOJT PER OIi STD, -406-i. • INSTALL 12• X 6' FLANGE X FLANGE m. Cll6TRUCT 6" THICK P,C,C, PLUG IN EXISTING SEIER MAIN WTLET IF EXISTING IWtlll.E. INSTALL 12" X 6' IECHANICAI. JOINT X FLANGE TEE.· INSTALL 12• X 1• IECHANICAI. JOINT X IEOIANICAL JOINT TEE, • INSTALL 8" IECHANICAL JOINT X IECHANICAL JOINT RESILIENT IEDGE GATE VALVE •.. @ .• INSTALL 6' CLASS 53 DIP SP!Xl.-so" LONG FLANGE X FLANGE WITH 8-MIL Pll. YETHYLEIE ENCASEIEHT. ' @ . CUT AND PLUG EXISTING m WITH &-INCH Blllll FLANGE 1200 LBS. I @ .···, INSTALL 1• CLASS 200 PVC WATER MAIN INCLIIIING TRENOI RESlllFACING PER CNB ST0,-105-l, . @ • RElllYE EXISTING VALVES AND PIRTIONS IF INTERFERING PIPE. @ ••. INSTALL g• TAPPING SLEEVE PER OIi ST0.-507-l. '' ® RElllVE EXISTING SERVICE AflJ REPLACE WITH 2-INCH SERVICE TO • EXISTING IETER BOX PER CNB ST0,-503-t. INSTALL 12"'CLASS 52 DIP IN 8-iliLPII.YETHYLENE ENCASEIENT •• • INSTALL 1• CLASS 200 PVC WATER MAIN~. INSTALL 12" FLANGE X IECHANICAL JOINT BUTTERFLY VALVE, • All~ EXISTING SEIER MAIN AND REIIIVE INTERFERING PIRTIONS. RElllYE EXISTING ANll REPLACE WITH 1-INCH SERVICE TO EXISTING IETER BOX PER CNS STD.-'502-l, . INSTALL 6' PRESSlllE REDUCING STATU:11 ASSElfll Y PER CNB STD,-'521-l, @ INSTALL THRUST BLOCK PER CNB ST0.-510-l •• @ .··• INSTALL 12" X 36" LIIIG CLASS 53 DIP SPCXl. PIECE I FLANGE X FLANGE I IN 8-illL Pll. YETHYLENE ENCASEIENT •.• INSTALL 12• X I' FLANGE X FLANGE TEE; INSTALL 6" FLANGE X IECHANICAL JOINT. RESILIENT WEDGE GATE VALVE .. • •. INSTALL e• SCHEDII.E 80 PVC VENT 11TH LIIIG RADIUS 8Etl)S.. •• VENT STACK SHALL BE IIANLFACTlllED BY ARIOIR-CAST all'ANY IOlEL NO, UPSRK-t, VENT STACK SHALL BE Bil. TED TO A 24" X 24" X 6' THICK m«:RETE PAD WITH TYPE 316 STAINLESS STEEL Bil. TS. INSTALL 8" TRANSITION COUPLING (C~900 SOR-I4 PVC X CL52 DIP) ' . REMOVE INTERFERING PORTION OF EXISTING MAINS.FITTINGS AND APPURTENANCES. INSTALL 8" FLANGE X MECHANICAL JOINT RESILIENT WEDGE GATE VALVE. TR, 9191 D-4997-SI D-5084-SI D-4990-SI D-5200-SI D-5191-SI R-'5582-SI R-'5597-51 F,B, 502, SHTS. 33-421 F,B. 521 SHT, 11-A C-3027 AVENUE. MAIN PROFILE MODIFICATIONS & MJS ADJUST RIVERSIDE AVE PRV lDCATION a-i-,s DATE 1-2:,.-25 DATE WATER ANO SEWER MAIN REPLACEMENT 1-D_ATE__,__B_Y _._ ___ DE_sc_RI_PT_IDK ____ _._Al'P_'_D,+----1-----+.0E;;-:;S,:;:IGNE=-DIIJSJSL_-+.-:-DR;;i~::.;;;..;GRAC=l"'-tA CI TY OF .NEWPORT BEACH _w_-5_1_8_4-_s_ CHECKED ATE PUBLIC WORKS DEPARTMENT R E V I S I O N S. 1115/1.D Sl£ET 5 CF 6 I ,', • J: ' .. . ; l I • AVON ST. 21 PRCl'OSED 30• RCP S.D. <NOT INCLUDED I -------------=_ -= -= =_ -= =ir=-=-=---=-r==-=---= T-· \/ DETAIL "E" SCALE:3'( • 10'-0' DETAIL· "D" SCALE:3/41 = 101-01 en I I .. I I I I I I CLIFF DR. 1---R/W -----.··.·.·; . ••• ,· • _.; I R/1 R/W I I I I . . I I • I ---cuRB I l: : EX. 6" ACP--+:------t : l-· R/W I I I I· • I I I~/ I I 11 I I I 11 I I I i I . • • I I : . ' : : : I t I 11 :c II II II 5 I I II II • • • ~'-. I I . , • , : : : I .,, I I I I I I I I 11 I 1 11 I I -11J --t I I = -□■1 r I I ·=--•••■our :a I 177 EFT © © © 0 ® ® CONSTRUCTION NOTES INSTALL 12" CLASS 200 PVC WATER MAIN,. • INSTALL 12" FLANGE X IECHANICAL JOINT ADAPTII!, _._,.---.,.-.,/'"-...,,-~ .......... REIIJVE AND SALVAGE EXISTING FIRE HYORAN AND BURY, RETURN TO /i\-NEIIPIJ!T BEACH UTILITIES YARD AT 949 WEST 16TH STREET, ~ INSTALL 1£1 FIRE HYDRANT ASSEll!LY PER APPLICABL~_.ROO,. IF CNB STD,-500-l, FIRE HYDRANT SHALL BE JONES~ INSTALL 6" CLASS 200 PVC WATER MAIN, INSTALL a• CLASS 200 PVC WATER MAIN INCLUDING TRENCH RESURFACING PER CNB STD,-105--L. INSTALL 6• PRESSURE REDUCING STATIIJ<I ASSElilll.Y PER CNB STD,-521--L, • INSTALL 12" TRANSITIIJ<I CW'LING (ACFfRoqGf:l BARREL X C-900 SDR•l4 PVC:) •1 I I I I I I 11 ......, . ......,r-:--r--;;:;~--f~~t~l-_j~L-t PARKING LOT ® ® @ RElil'.IVE EXISTING END CAP AND THRUST BLOCK: -• --·J<'{.,.,;, I I I l I I I !+-CURB 1--+.;..,.-Rr, i i /--- I l I I I I . I I , • ll.J > ,cc z .... .... V) ::::, .... DETAIL "F" @ @ INSTALL 12• 45• FCANGE x.:i=[A'NGE BEN·o~;";f6~~"1:1t,, . ----· ,-,.··-•--·-------~~ -·,--- INSTALL 6• FLANGE X IECHANICAL JOINT RESILIENT IEllGE : ,, .. BENCHMARK PK & W EL, 9.62 1976 DATUM EDISON VAULT P,C,H. & RIVERSIDE AVENUE SCALE:3-l = 10'-0" GATE VALVE, • REF: '& ® ® @ @ ® ® ® @ ® @ @ ® INSTALL 6" FLANGE X FLANGE RESILIENT IIEllGE GATE VALVE, · . ·.. . . · , _c INSTALL 6" TRANSITIIJ<I COOPLING (c:·goojtij:{~~;pvf)< ACP ROUGH BARREL{ < -.;, • --:~1.,,---~;-:•·--,,;o-•~,-;~_:,."' _--•. INSTALL a• X 6" FLANGE X FLANGE. ECCENTRIC ,.REDUCER: INSTALL 6" X 6" FLANGE X FL~ TEE, > oft7{:,,; -" •••• •• . ' INSTALL 6" FLANGE X IECHANICAL JOINT ADAPTER WITH RETAINER ·-·~,,,,,.. • • Gt.AIDS AN> Pa.. YETHYLENE ENCASEIENT •. . INSTALL a• IECHANICAL. JOINT X FLANGE ADAPTER. INSTALL 6" IECANICAL JOINT X FLANGE TEE, RElllVE INTERFERING PIJ!Ti!Mi IF EXISTING MAINS, FITTINGS, Atl) APPURTENANCES, INSTALL THRUST BLOCK PER CNB STD,-51o-t.,';-•• INSTALL 6" X 36' CLASS 53 DIP SPOIi. PIECE <FLANGE X FLANGEI IN 8-MIL Pll. YETHYLEIE ENCASEIENT, • INSTALL 6" FLANGE X IECHANICAL JOINT RESILIENT. WEDGE GATE VALVE .• " ., . ,. -· -- INSTALL a• SCHEDIA.E 80 PVC VENT WITH LOO RADIUS BENDS. VENT STACK SHALL BE MANUFACTURED BY ARllllJ!-eAST 7 -COll'ANY IOlEL NO, UPSRK-8. VENT STACK SHALL BE Bil. TED TO A 24' X 24" X 6" THICK CIKRETE PAD WITH TYPE 316 STAIN.ESS / .· STEEL Bil. TS, r . ' - - . , TR, 9191 D ..... 997-SI D-5084-SI D-4990-SI D-5200-SI D-5191-SI R-5582-S: R-5597-SI F.B. 502, SHTS, 33 ..... 21 F,B, 521 SHT, 87-A APPROVED APP C-3027 MJS ~ LJ_ b@ .. .,k &\:M1ES DIRECTII! PIS.IC IIIR A V O N ic:'. AVENUE MJS 'ADJUST RIVERSIDE AVE PRV LOCATION rl-'IS' DATE R.C.E, NO, 38199 · : R,C,E, NO, 16191 l•Z'1.·4'5 DATE t l.?, .:.%" . WATER AND. SEWER MAIN REPLACEMENT·. t-D-•TE__,,_B_Y ___._ ___ DE_s_cR_IP_Tl_ll'l-----;.'!,-'. ___ J_A_PP_'o ..... ----+--:----+..DE=S::;IGN""ED-=lll:=:S/SL'=-l;;-:DR;A~==-GRAC==-t)A CI TY OF NEWPORT BEACH ,--W_-5_1_8_4_s_ R E V I s I O N s CHECKED llJSILD DATE OCT 199-i PUBL IC WORKS DEPARTMENT Sl£ET 6 tF 6 ( ---J ; . \