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HomeMy WebLinkAboutW_5324_Sr =_=_··-=-_--~·=-==-==-=_=_==-=-==-==-=-=_=_=_=_=-_=_=_=_= _= -=-= _= _= _= _=_ =_ =_=_=====================================~-========-=======:! VICINITY MAP LOCATION MAP BAKF.R :r: u t;; < -l---/./-_:_AD;::::Afl.:::.S::_,'.:cA'tc.:::__r---t-;:;. W ORANGE W COAST is CITY OF COllEGE. ORANGE co. 1--COST A FA!RGROUNOS c:;, I;; ' " z " if MESA !€ F ~ ~ 5 i ::c: Lt., VICTORIA 19iH ® IND!CATES AREA SHO\\N ON LOCATION MAP ST. GENERAL NOTES Sl ST. 1. AU. WORK DUA/LED ON THESE PIANS TO BE PERFORMED UNDER CONTRACT S1-'.A/.L, EXCEPT AS OTHERWISE STATED IN THE CllY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'$ SPECIAL PROVISIONS, BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCT/ON; 1997 EDITION AND SUPPLEM[/JTS TO DATE. 2. EXISTING UNDERGROUND unum=:s ARE SHOWN AS PER AVAIi.ABLE RF.CORDS. Tr/E CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFY/NG THE ACTUAL LOCATI0/1, AND ELEVATION IN THE FIELD, PRIOR TO BEGINNING OF CONSTRUCT/ON. 3. STATIONING REFERS TO CEIITERUNE OF STREET. 4. EXISTING UNDERGROUND UT/UT/ES ARE SHOWN AS PER AVAIi.ABLE RECORDS. THE CONTRACTOR SHALL 8£ RESPONSIBLE FOR VERIFYING rt-!£ ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION OF THE NEW FAG/UT/ES. 5. ALL EXPOSED CONCRi.1E SURFACES SHALL CONFORM IN GRADE, COLOR ANO RN/Sil TO ALL ADJOINING CURBS AND W.4LKS. 6. AU. UNDERGROUND WORK SHALL 8£ COMPLETED PRIOR TO PAVING OF STREET AND DR/Vc-WAY.S. 7. SEWER, WATER AND STORM DRAIN UNE DISTANCES S/lOWN IN PROFILE AND IN E:STIMATED QUANTITIES ARE HORIZONTAL DISTANCES. 8. TllE CONTRACTOR SHAU. REOUEST INSPECTION FROM THE PUBLIC WORKS DEPARTMENT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK AT (949) 644-3311. TH£ PUBLIC WORKS DEPARTMENT INSPECTOR SHALL ALSO BE NOTIFIED AFTER PLACEMENT OF f"ORMS AND PRIOR TO PLACEMENT OF ANY CONCRETE FOR CURB l!t GUTrER SO THAT THE FORMS CAN BE CHECKED FOR LINE AND GRAD£ AND COMPARABILITY WITH EXISTING CONSTRUCTION 9. THE WALLS AND FACE OF ALL EXCAVATIONS GRE:ATER THAN FIVE (5) FEET IN OEPTH SHALL BE. £FFECTIVEL Y GUARDED BY A SHORING SYSTEM; SLOPING OF /HE GROUND OR OTN[R EQUIVALENT MEANS. TRENCHES o.q EXCAVATIONS LESS THAN FIVE (5) F[ET IN DEPT/l SHALL ALSO BE GUARDED WHEN [XAMINATION INDICATED THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 10. T,'/E CONTRACTO,q(s) SH4LL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCI! WORK AS DESCRIBED. IN No. 9 ABOVE:. 11. ALL SEWER PIPES SHALL BE BEDDED IN ACCORD WITH CITY OF NEWPORT BEACH STD-106-L. 12. WATER MAINS SHALL HAVE A MINIMUM OF Jc/' OF COVER FROM SUBGIIADE. 13. ALL CONCRETE SHALL BE 540-C-3250. 14. THE FIRE DEPARTMENT SHALL BE NOTIF/£0 48 HOURS IN ADVANCE OF ALI. LAN£ CLOSURES. 15. VCP SEWER PIPE SHALL BE USED. ALL FITTINGS SHALL BE PREFABRICATED FULL-BODY F/ITINGS. PIPE BEDDING SHALL BE 3/4" CRUSHED ROCK FROM ft BELOW THE PIPE TO 12" ABOVE THE TOP OF PIPE AND SllALL 8£ CONSOUDA TEO BY Jfi!NG PRIOR TO COMPLCTION OF TRE.NC/l BACKFILL 16. ALL SEWER UNES TO BE OWNED, OPERATED AND MAINTAINED BY THE C/1Y OF NEWPORT BEAC/l SI/ALL 8£ VIDEO INSPECTED AFTER CLEANING, AIR TESTING AND MANDRILL/NG. ALL VIDEO INSPECTION SI/ALL 8£ PERFORMED BY THE CITY UTIUi!ES DIVISION. TIIE DEVELOPER SI/ALL PAY THE CURRENT RATE fSTABL/SHW BY THE CITY FOR VIDEO INSPECTION. ANY SEWER LINE FOUND TO BE INSTALLED /NCORRECTL Y, DEFECTIVE, DAMAGED OR OTHERWISE SHALL BE REPAIRED /R£PLACED AND REINSPECTED, INCLUDING AIR TEST, MANDRIL AND VIDEO, PRIOR 7V ACCEPTANCE. 17. SIX SETS OF SHOP DRAWINGS FOR ALL MATERIALS SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION . NO WORK SHALL BEGIN UNTIL APPROVED SHOP DRAWINGS ARE OBTAINED. 11!. ALL WORK SHALL COMPLY WITH 2007 CALIFORNIA BUILDING CODES AND 2005 CALIFORNIA ENERGY EFFICIENCY STANDARDS. CITY OF IRViN ~ ! e m N.T.S. OJr ........._ __ _ t~ '7 0 \:C SITE PLAN/UTILITY RELOCATION FASHION ISLAND SANITARY SEWER, DOMES'I1IC WATER, AND STORJ\11 DRAIN RELOCATION NOTES FOR UNDERGROUND PIPING FOR PRIVATE HYDRANTS Al\!D SPRINKLERS 1. PRIOR TO INSTAUATION, ALL REQUIRED PERMITS SHALL BE OBTAINED FROM THE BUILDING DEPARTMENT. 2. INSPECTIONS AR£ REQUIRED: I) PRIOR TO POU,qlNG THRUST BLOCKS, 2) FOR llYDROSTATIC TESTING, AND 3) FOR FLUSH. SCHEDULE ALL INSPECTIONS 24 HOURS Ill ADVANCE. CALL crrr OF NEWPORT BEACH AUTOMATED LINE AT 949-644-3255 OR GO ONLINE AT HTTP://WWW.CITY.NEWPORT-BfACH.CA.US>. 3. INSTALLATION, INSPECTION, AND TESTING SHALL CONFORM TO 1999 NFPA 13 AND 1995 NFPA 24. 4. DOUBLE CHECK BACK Fl.OW PREVENTION VALVE ASSEMBLf REQUIRED. CONTACT THE NEWPORT BfAC/l PUBLIC WORKS DEPARTMENT AT (949) 844-3311. 5. FIRE HYDRANT SUPP/. Y PIPING SHALL BE A MINIMUM OF 6 INCHES IN DIAMETER. TllE I.OW[ST OPERATING NUT SHALL BE A MINIMUM OF 18" ABOVE GRADE AND THE HYDRANT FLANGE SHALL BE A MIii/MUM OF 2" ABOVE GRADE. 6. FIRE HYDRANTS SllALL BE A MINIMUM OF 40 FEET FROM ALL STRUCTURES. A KEYED GATE VALVE SHALL BE PROVIDED FOR EACH HYORANT IN AN ACCESSIBLE LOCATION. VALVES SHALL NOT BE. LOCATED IN PARKING STALLS. 7. ALL PIPING SllALL BE APPROVED FOR USE IN FIR£ SEfMCE SYSTEMS (CLASS 150 MINIMUM). CLASS 200 PIPE SI/ALL BE USED WHERE THE PRESSURE MAY EXCEED 150 PSI. 8. AIL FERROUS PIPE AND Fln1NGS SllALL BE PROT£CTED WITH A LOOSE 8-MIL POLYETHYLENE TTJBE. TllE ENDS OF TllE TUBE AND SPLICES MADE FOR "ts OF OTHER PIPING COMPONENTS SHALL Bf SEAi.ED WITH t' TAPE, APPROVED FOR UNDERGROUND USE. GALVANIZING DOES NOT MEET THE REQU/REMfNTS OF TlllS SECTION. ALL BOLTED JOINTS SHALL BE CLEANED AND THOROUGHLY COATED WITH ASPHALT OR OTHER CORROSION RtTARDiNG MATERIAL AFTER ASSEMBLY AND PR/OR TO POLY-TUBE INSTALLATION. 9. A 12" BED OF CLEAN FILL SANO WITH A SAND EQUiVALEIJT NOT LESS THAN JO SHALL BE PROVIDED BELOW AROUND PIP£ AND ABOVE THE PIPE (TOTAi 24"). PRIOR TO Pl.ACING BEDDING MATERIAL, THE TRE:NC/1 BOTTOM Sl{OULD BE MOISTURE CONDITIONED AND COMPACTfD TO A MINIMUM OF 90 PERC£NT RELATIVE COMPACTION. 10. ALL BOLTS USED FOR UNDERGROUND CONNECTIONS SP.ALL BE STA/NL[SS STEEL i I. A MINIMUM OF JC! OF COVER, FROM FINISH GRADE TO /HE TOP OF T/iE PIPE, SHALL BE PROVIDED. WHEN SURFACE LOADS ARE EXPECTED, A MINIMUM OF 36" COVER SI/ALL 8£ PROVIDED. 12. THRUST BLOCKS, OR On/ER APPROVED METHOD OF T/iRUST RES/RA/NT, SHALL BE PROVIDED WHEREVER PiPE CHANGES DIRECTION. 13. THE TRENC/l SHALL BE EXCAVATfD FOR THRUST BLOCKS AND INSPECTED PRIOR TO POUR. ALL CORROSION PROTECTION SHALL 8£ IN PLACt. 14. A HYDROSTATIC TEST (200 PSI FOR IWO HOURS OR 50 PSi OVER MAXIMUM STATIC PRESSURE, WH/CllEVER JS GREATER) S/lALL 8[ WITNESSED BY AN NBFD INSPECTOR. THE TRENCH SHALL BE BACK-FILLED BETWEEN THE JOINTS TO PRfVENT MOVEMENT OF PIPE. 15. THE SYSTEM SHALL BE THOROUGHLY FLUSHED BffOR[ CONNECTiON IS MADE TO OVERHEAD Pl,0JNG. FLOW SHALL BE THROUGH A MINIMUM OF A 4" HOSE OR PIPE UNL[SS OT/l£RWIS£ APPROVED BY T/1£ NBFD INSPECTOR. NBFD INSPECTOR SHALL WITNE:SS THE ilUSH. 16. PRNA TE HYDRANTS, SPRINKLER CONTROL VALVES, POST INDICATING VALVES AND FIR£ DEPARTMENT CONNECTIONS SHALL BE PAINTED OSHA RED, 17. ALL CONTROL VALVES SHALL 8£ LOCKED IN THE OPEN POSITION. VALVES SHALL BE MONITORED IF THIT SERVE 100 Of/ MORE SPRINKLER HEADS. 18. CONTRACTOR SHALL PROVIDE TO FIRE DEPARTMENT A COMPLfTED "CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FOR UNDERGROUND PIPING / ABOVEGROUND PIPING" AT TIME OF FINAL INSPECTION JN ACCORDANCE WITH CHAPTER 10 OF NFPA 13, 1999 EDITION. 1.9. PROVIDE SIGN ON roe IN ACCORDANCE WITH NEWPORT B[AC/l F7RE DEPARTMENT STANDARD #F-1 (ATTACHED) SHOW SIGN ON PLAN. 20. POST INDICATOR VALvfS SI/ALL BE SET SO THAT THE TOP OF POST WILL BE 36 INCHES ABOVE FINAL GRADE. 21. THE FIRE DEPARTMENT CONNECTION SHOULD BE LOCATED NOT LESS THAN 18 INCHES AND NOT MORE THAN 4 FEIT ABOVE THE LEVEL OF THE ADJACENT GRADE OR ACCESS LEVEL. 22. ON SITE llYDRA~lTS SHALL BE PROVIDED WITH BLUE DOT REFLECTIVE MARKERS. RECORD DRAWING ~ PRIVATE ENGINEER'S NOTE TO CONTRACTOR 23. BACKFILL AROUND THE PIP[ SHALL BE WELL TAMPERED IN I.AYERS AND NOT EXCEEDING ff' IN LOOSE BENCHMARK: N.T.S. SYMBOL LEGEND ·-0-POWER POLE 0 AWIHOL£ 'cf FIRE /JYDRANT D METER BOX 0 TREE 0 w SHRUBBERY """ .,,, .,,, .=. ASPHALT PAvfMENT #§:;:;:::::\:: BRICKWAU( p::::2J DEMO PIPE -· -~-• --CENTERLINE --S -·--SEWER LINE --·· 'vi ·-WATER LINE -®--VALVE I: -: • :I CONCRETE ___ G_ _ _ GAS UN£ -x-x-x- POWER POLE ANCHOR ~U«u1/td MONUMENT FENCE BLOCKWALL BU/WING EXISTING CONSTRUCTTON PROPERTY UN£ NEW CONSTRUCTION SHEET INDEX -·-·E -·-POWER LINE -TEL-·--TELEPHONE LINE -TV--CAf3L£V/SION LINE -SP--SPRINKLER SYSTEM :l::J: STREET LIGHT SHEET NO. TITLE SHEET I INDEX SHEET, CONSTRUCTION NOTES & DITA/LS 2 SEWER PLAN. & PROFILE 3 DOMESTJC WATER MAIN PLAN & PROFILE 4 DOMESTJC WATER MAIN PIAN & PROFILE 5 STORM DRAIN Pl.AN, PROFILE 6 NOTE: IF ANY OF TllE EXISTING PUBLIC IMPROVEMENTS SURROUNDING THE SITE IS DAMAGED BY THE PRIVATE WORK, NEW CONCRETE SIDEWALK, CURB AND GUTTER, STREET PAVEMENT, AND OTHER PUBLIC IMPROVEMENTS SHALL BE REQUIRED BY TliE CITY AT THE TIME OF PRIVATE CONSTRUCTION COMPLETION. SAID DETERMINATION AND THE EXTENT OF THE REPAIR WORK SHALL 8£ MADE AT THE DISCRETION OF THE PUBLIC WORKS INSPECTOR. ALL CITY TREES SHALL 8£ PROTECTED IN Pl.ACE. SHOULD ANY TRENCHING BE REQUIRED VI/THIN SIX {6) FEET OF All EXISTING CITY TREE, PLEASE CONTACT JOHN CONWAY. CITY URBAN FORESTER AT (949)644-3083. JOB ADDRESS 901 NEWPORT CENTER DRIVE, NEWPORT BEAC/1, CA 92660 ~ THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UlJUTIES OR STRUCTURES S/lOWN ON T,'/ESE UFTS ON BOT/l SIDES OF !HE PIPE AND COMPACTED S/MULT.4NEOUSLY ON BOTH SID[S OF THE PIPE. -WAIFR DENSIFICATION TfCHN/QUES SHOULD BE AVOIDED UNLESS EXPRESSLY APPROVED BY THE 'MPORTANT NOTICE ]D ~ PLANS ARE OBTAINED BY SEARCH OF AVAILAB1E RECORDS. TO TI,E BEST OF OUR KNOWLEDGE, GEOTECHNICAL ENGINE£R. BACKFILL OVER THE BEDDING SAND SHALL BE PLACED IN LOOSE LIFTS NOT O CB M • 'K 55 99 THE BEARINGS S/lOWN HER[ON ARE BASED A.GEN CY 1 • SQ •• THERE ARE NO EXISTING UTIUTIES EXCEPT THOSE SHOWN ON TI,/S PLAN: THE CONTRACTOR IS ••••• ~ --NUMBERS ~ BASIS OF BEARINGS EMERGENCY TELEPHONE NUMBERS a REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES 70 PROTECT THE UTILITIES SHOWN AND ANY EXCEEDING 8" AND COMPACTED FOR A MINIMUM OF 90 PERCENT RELATIVE COMPACTION BUT NOT (NAVO BB / 1995 ON THE GRID BEARING "N 31"32'29" W' SECTION 4216/4217 OF THE GOVERNMENT , ~' QTl,[R LINE OR STRUCTURES NOT SHOWN ON PLAN AND IS RESPONSIBLE FOR THE PROTECTION OF; LESS Tf/AN TIJAT OF ADJOINING AREAS. IN PAVED AREAS, A MINIMUM or 95 PERCENT RELATIVE ADJUSTMENT) BETWEEN o.c.s. HORIZONTAL CONTROL SOUTHERN CALIFORNIA GAS COMPANY (800) 427-2000 CODE REQUIRES A DIGALERT IDENTIFICATION ,i. :::,.( \\\ DIAL TOLL FREE ~ u: AND ANY DAMAGE: TO THES[ LINES OR STRUCTURES. CONTRACTOR SHALL VERIFY ALL CONDITIONS COMPACTION IS REQUIRED. STATIONS "GPS NO. 8268" AND "GPS NO. SOUTHERN CALIFORNIA EDISON COMPANY (800) 611-1911 NUMBER Bf ISSUl:D BEFORE A "PERMIT TO ,~--1-800-227-2600 l.i"l "' AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO Tf/E 24• f;VRLMYIN~~~);A/1.E IRON MP/PE_ s~B.ALl~'CBHESU"!:POMUNTHOEEREt:J:£1~/oNRG~;,,PIPE UDNDsEf IBNUCIHL[DSINGASBO~;;ALL ELEVATION = 145-204• 6279" P[R RECo,qos ON FILE IN TI/E SBC/ AT&T (800) 750-2355 EXCAVA/t WILL BE VALID. FOR YOUR DIGALE:RT C.,H.iJ 0 il COMMENC£M[IIT OF WORK. ,c , "c MAX/MU OF ' ·" E rn • "'' wMLL AN la . ,c OFFICE OF Tilt ORANG[ COUNTY SURVEYOR. CITY OF NEWPORT BEACH (SEWER & WATER) (949) 644-3011 TOLL Ft?££ 1-800-422-4131 TWO WORKING ··----=•-_.,· AT LEAST lWO DAYS l:i:i :g CONTRACTOR ro HAVE SUHVEYOR "AS-BU/Lt ALL PROPOSED UTILITIES BEFORE BURYING. FINISHED FLOOR. A MINIMUM OF 2 INCHES CLEARANCE (INT£RSTIT/AL SPACE) SHALL BE TIME WARNER (8813) 892-2253 DAYS BEFORE YOU DIG. BEFORE YOU DIG VJ 'ii PROVIDED WHERE THE PIPE PASSES THROUGH THE FLOOR WALL UNDERGROUND SEfMCE ALERT OF SOUTHERN CALIFORNIA z ~ jn---,---,----------------------------,---,---r---------------------------------,----------------------...,.--------------------...------------------------------~1§ i;•>----t----+---PREPARED BY: DE:\/ELOPER: TITLE SHEET u ~ ~--· FASHION ISLAND ~ i ~ :OlE~~!•~~:~?""'· ~ ~~!\~~ SEWER, oo;;,.~~1:A;~~o~~rt~oRM o:;~uow '. ! .;;,11----!----l---------------------------+----+---~ St.ante( 949·923·6ooo -.corn NEWPORT BEACH, CALIFORNIA 1-----------------------------...J!,... , 11--~-t----+-------------------· PLAN CHECK NO. 0194-2008 g 1 5 28/2008REVISED SHEETS 34,5 & 6 _____________________ ___, (949)720-2200 CITY OF NEWPORT BEACH ~ llb,,;,,M;,;;O,;,,,. =6,;;;,!J;,,;,!t1;,;;T£=6=======_,;,R,;;;;'[,;,;W.,;;'.);;,;'/O,;,,;'N.~'.5=========="=A;,,,,;PP,,,;;·,d.;;;,DA,;,;Ti.,;;;T=6======--·---,--=-=-====--=--=· ==""""'=·-=-=· ==-=-=-=-=b,;;;!£;;;;:L;;;,EY~H;,;,,. ;;;;JO;;IIN;,;SO;;,;,N,;;;JR,;;,,. ==-=-,;,;;R.,;;;;C.E;,. ,;,;45;;;,;84,;,,1 ,;_;;<£;;;,XP.;,,,. ~12/.;.;,~;,;,0;;08)~=-=·-oke-.=--==-==============k=-==-=========-,,,,,,,!,~S;;;,H~E;:E;;,,;,i ,,;;;;;;;;1;;;;;.,,,,:0:,;,F.,;;;;;;;;6~ g LJ , 15 "i 2.4 S 0 .c t 0 °'I ' / JEGEl,/1) 0 SEWER SHEU [Ij DOMESTIC/FIR[ WATER (D STORM D/IA!/1 TEE tff,..Ji~"J', ~7· DEAD END A I /r11 /~ ~_:"l.~ I! -,..,_., v' 90°l3ENO GENERAL NOTES; INDEX MAP SCALE· 1"=100' ~ ~-. ....• ~n,, •• ;,i.l,\,"'~ _~_,.. l yt.?' 45°BEND ,,1,,1:, ~w :t.l\e-..;l} IIG 0 BEND CROSS ~ 1--L·-- 'fYPICAL THRUST BLOCK H ·1 4_ 8i?i;;rlng tlf<e"::15 L x H s~oil lb& cp.r,roverl by Hie eriglneu wtiiere mo:ri:!'r. (A) b!Y.!r o:gainsl weoker soil thoo clesr:ribed ebove, (8} hWJ(l lu:s: !hrr11 31Jl oi (;Cvef, (C) wit1 be l:ut-ed ot more '!ha~ 225' PS or (D) o-re JJClt teprasr-ntW by a fitting or size r.trnm herc:oo, • 5-I.. ls l.1pp:v_:xhvtrt1y ey.iol to H tor-~me!Jer thrua, tit~'ks. l ls gti.½).ter them H for lmger fhru~t bfotks, H she!! m,t exceed i.rent:h height. ~e sro~tOO-l iof gfettcfll."d tl'Me1':. dimi,r1ttll.;\l\t. - THRUST BLOCK BEARING AREAL X HIN SQUARE FEET Fitting & Size DeudEnd Tee or Cross 90°1Jend 45°lfeml ll:H• llmtd 4• --6" -· g• 12" 16· ~·-··· 18" 24" 30"' L7 ZA 3.7 $.3 6.1 9.4 15.0 212 26.6 31.6 :13.7 41.6 59.9 M.6 93.6 132.2 CITY OF NEWPORT BEACH Nllll.lC WORKS DEr.'1tTMENT THRUST BLOCKS 2.4 5.J 9.4 - 2l.1 37.6 47.6 M.6 132.2 13 ---:is 5.1 !l.5 2M 15.8 45.~ 71.5 AFWROVED: Ji.CE NO. 361(16 Ort:i\\n: M. Elia.~ - D~te: Jim. 2004 llllAW!NGNO. THRUST BLOCK DETAILS 0.7 1.5 z .• 5-8 10.4 !3.1 23.3 36.5 S'f PER CITY OF NEWPORT BEACH STD-510-L-A NOT TO SCALE JJGg Bend 0.3 0,1 l.:l 2,9 5.2 6.6 iu ·- !8.3 I I I -PARCEL 'F' :~:-__ '.'"" __ ::· ,::-_· --.. --·- . I EXIST 8" SEWER MAIN~ : ,, CORE DRILL AND CONNECT_,,, PROP 8" VCP SEWER MAIN- I '""' x-RECHANNE:L MANHOLE: BAS[ ' \ \ JI // SEWER CONNECTION B NOT TO SCALE 2 TIHltE ~RfiJllli\lKE OOMPANV 0 wJ j:: 0 .J CL • ••. PROF! ii" RCP ,PER SHc 6 RECORD DRAWING NOTE: * * CONTRACTOR SHALL VERIFY HORIZONTAi. AND VERTICAL LOCATION OF EXl5nNG UTTL/71£S AT THE POllfT OF CONNECTION TWO WEEKS PRIOR TO CONSTRUCT/ON. THE ENGINEER TO BE NOTJFIED IN WRmNG IF ANY DISCR[ P,dNCIES ARE FOUND. SEWER CONSTRuc-r10N NOTES 0)-CONSTRUCT 10" SDR 35 PVC SEWER MAIN WITH BEDDING PER CrrY OF NEWPO,RT BEACH STD-I 06-L (ir-CORE DRILL EXIST MANHOLE, RECHANNEL MANHOLf BASE AND CONNECT TO PROPOSED SEWER MAIN PER CITY OF NEWPO,FIT BEACH STD-401-L STD-409-L, AND DETAIL B/2 ©-INSTALL 48" SEWER MANHOLE PER CITY OF NEWPORT BEACH STD-401-L 0-::-BACKFILL TRENCH AND REPAIR PAVEMENT PER CITY OF NEWPORT BEACH STD-I 05-L-B ®-BACKFILL TRENCH AND ,q[PA/R CONCRETE PER CITY OF NEWPORT BEACH STD-105-L-D SEWER REMOVAL CONSTRUCTION NOTES I]]}---REMOVE EX/SrtNG 10" VCP LINE. [lg}-REMOVE EXIST. SCWER MAI/HOLE [Ll}--PLUG EXIST 10" SEWER PIP[. ffi-ABANDON EXIST 10" SEWER LINE IM Pl.ACE. [Ifil--ABAIIOON EXIST SEWER MANHOLE IN PIACE. 11&}-SAWCUT, REMOVE ANO DISPOSE OF EXISTING AC OR PCC PAVEMENT. [Iz}-SAWCUT, REMOVE ANO DISPOSE OF EXISTING CONCRETE SIDEWALK/SI.AB. '.J WATER LINE "A" 6' WIDE ELEC. EAS£1JE ·r NOTE: * * CONTRACTOR SHALL VERIFY HO.R/ZONTAL AND VERTICAL LOCA7lON OF EXISTING lfTILmEs AT THE POINT OF CONNECTION 1WO WEEKS PRIOR TO CONSTRUCTION. THE ENGINEER TO BE NOT/RED IN WRITING IF ANY DISCREPANCIES ARE FOUND. RECORD DRAWING POTABLE \NATER CONSTRUCTION NOTES (PUBLIC) @-coNSTRUCT 12" P.V.C. C-900 CL-200 WATER MAIN WITH SAND BEDDING PER C/7Y OF NEWPORT BEACH ST0-106-L. @--INSTALL 12" 90' BEND WITH THRUST BLOCK PER CITY OP NEWPORT BEACH STD-510-L-A @-INSTALL 12" 45· BEND wrrH THRUST BLOCK PER CITY OF NEWPo,qr BEACH STD-510-L-A. @--INSTALL 12" -22 1/2' BEND WITH THRUST BLOCK PER CITY OF NEWPORT BEACH STD-510-L-A. @-INSTALL 12" -1 I 1/ 4' BEND WITH THRUST BLOCK PER CITY OF NEWPORT BEACH STD-510-L -A. @-,INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF NEWPORT BEACH STD-500-L. @-INSTALL 12" BUTTERFLY VAL\/E PER CIIY OF NEWPORT BEACH STD-508-L, WITH VALVE ANCHOR PER STD-510-L-C. ~INSTALL AIR AND VACUUM RfLFASE VALV[ ASSEMBLY PER CITY OF NEWPORT BEACH STD-515-L. @-INSTALL 12"X6" Tff WITH THRUST BLOCK AND 6" WEDGE GATE VALVE WITH BLIND FLANGE: FOR FUTURE FIRE HYDRANT CONNECTION. . ®--BACKFILL TRENCH AND REPAIR PAVEMENT PER CITY or NEWPORT BEACI-/ STD-105-L -B @-INSTALL 12" A.C.P. TO PVC COUPLER POTABLE WATER REMOVAL CONSTRUCTION NOTES (PUBLIC) ~ REMOVE EX/STING 12" A.C.P. WATERI.INE. ~REMOVE EX/ST. 12" BUTTERFLY VALVE. [lzl--PWG EXIST 12" PIPE ~ RELOCATt EXIST FIRE HYDRANT ASS£MBLY AND VALVE PER PLAN. IJ9j--ABANDON EX/ST. 12" A.C.P. WATERLINE IN PLACE. [iQj-ABANDON EXIST. 12" VALVE IN PLACE. 20 • I: J 0 I I I I 10 I /~ GRAPHIC SCALE 20 '° 00 ! I ! rn FEET ) 1 inch = 20 fl l"1-S3ZA-, fi ' / / LOT LINE I ' I Vi I I/ I ' .I j WATER LINE "A" NOTE: * * CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION OF EXISTING IJT/Lffi£S AT TI-!£ POINT or CONNEC710N TWO WffKS PRIOR TO CONSTRUCTION. THE ENGINffR TO BE NOT/RED IN WRITTNG IF ANY DISCREPANCIES ARE FOUND. POTABLE WATER CONSTRUCTION NOTES (PUBLIC) @--CONSTRUCT 12" P.'I.C C-900 CL-200 WATER MAIN WITH SAND BEDDING PER CIJY OF NEWPORT BEACH STD-106-L. @-INSTALL 12" -90' BEND WITH THRUST BLOCK PER CITY OF NEWPORT BEACH STD-510-L-A . @-INSTALL I 2". -45' BEND WITH THRUST BLOCK PER CITY OF NEWPORT BEACH STD-510-L -A. @--INSTALL 12" BIJTTERFLY VALVE PER CITY OF NEWPORT BEACH ST0-508-L, WITH VALVE ANCHOR PER STD-510-L-C. @-INSTALL 12·xa· Tff WITH THRUST BLOC/( AND 8" RESILIENT WEDGE GATE VALVE wrrH BLIND FLANGE FOR FL/TUR£ FIRE CONNECTION, ~ BACKFILL TRENCH AND REPAIR PAVEMENT PER CITY OF NEWPORT BEACH STD·-105--L-B ®-INSTALL 12" A. C.P. TO P. V C, TRANSITION COUPLER. POTABLE WATER REMOVAL CONSTRUCTION NOTES (PUBLIC) ~REMOVE EXISTING 12" A.C.P. WATERLINE. ~REMOVE EXIST. 12" BUTTERFLY VALVE. b0--PLUG EXIST 12" PIPE. ~ABANDON EXIST FIRE 1/YDRANT ASSEMBLY AND VALVE IN PLACE, ~ AEi'.4NDON EXIST. 12" AC,P. WATERLINE IN PLACE, @Qj--ABANDON EXIST, 12" VALVE IN PLACE. RECORD DRAWING GRAPHIC SCALE 20 0 10 20 "' L-1 ! i f 1 I I - ( IN FEET ) 1 inch = 20 ft. 60 l 00 0 ' 0 ("fl ' !.l'l 0 tu U1 w-~,z.4-~ 5 ---------------------,------.--------------,-..------------------..----------------------....... 16 DEVELOPER: PREPARED BY: FASHION ISLAND ~ ~~ STANIEC CONSULTING INC. UTILITIES RELOCATION NOV O •1 WIG ~ ,:/~ 19TECHNOlOGYDRiVE O s C LAN 8 p OFILE 0 ·~ IRVINE,CA 92618 D ME TI V\JATER p l R U ~ 550 NEWPORT CENTER DRIVE Stant& 949.923.6000 s!.ml«.coc 2 M {l NEWPORT BEACH, CALIFORNIA PLAN CHECK NO, 0194-2008 < " /1 5 28 08 CHANG£ DOMESTIC WATtR ALIGNM[NT, R[MOV[ SEWER DESIGN (Pl.AN & PRO.CILE) (949)720-2200 CITY OF NEWPORT BEACH ~ l!L,,===•=====,,============-===4~M~0~,4~n~~~ff;,,,J,,===--=-=---=-~R~f~V;~~~~~N~~~=========bA~PP.~.d,,~~~~~t,4=======-=--=-==·--=====--~=,-l,=,-=--=-=··====,)bw~5 ~ m ~ H ~ J ~ O O ~ ~ ~ ® ~ J ~ R ~ = ~ R ~ . C ~ . £ ~ 4 ~ 5 8 ~ 4 1 ~ ( ~ ~ ~ A ~ / 2 ~ ~ ~ 1 / ~ 0 ~ ~ ~ b - = = = = = = = = = = = = 4 = S = H = E = E = T ~ - ; ; ; ; ; - 5 ~ = = 0 = F = = ~ 6 ; ; ; ; ; ; , ~ ~ I I / ! I .. ; ,' . i i . i 10+00 •I Ii 11+00 13+00 J_. i -······ J STORM DRAIN LINE "A" 7liHlE IlRV~!i\!lE COMPA!NIY 15+00 10+00 NOTE: * * CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION OF EXISTING UT/UT/ES AT THE POI/ff OF CONNECTION TWO WEEKS PRIOR TO GONSTRUC770N. THE ENGINEER TO BE NOTIFIED IN WRmNG IF AffY DISCREPANCIES ARE FOUND. STORM DRAIN CONSTRUCTION NOTES @-coNSTRUCT 21" RCP STORM DRAIN (D·-LOAD PER PIAN) WITH BEDDING PER CITY OF NEWPORT BEACH STD-106-L @--CONSTRUCT 18" RCP STORM DRAIN (D-LOAD PER PLAN) WITH BEDDING PER CITY OF NEWPORT BEACH STD-106-L @-CONSTRUCT CONCRETE COLLAR PER CITY OF NEWPOR1 BEACH ST0-313-L @---CONSTRUCT JUNCTION STRUCTURE NO. I PER CITY OF NEWPORT BEACH STD-310-L @-coNSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY OF NEWPORT BEACH STD-311-L @--INSTA/.L PLUG FOR FUTURE ON-SITE STORM DRAIN STORM DRAIN REMOVAL CONSTRUCTION NOTES ~REMOVE EXISTING 21" RCP LINE. [Q}-REMOVE INT£RffRING PORTION OF EXISTING 18" RCP ~PLUG EXIST 21" RCP PIPE AND ABANDON IN PLACE. ~ ABANDON EXIST JUI/CT/ON STRUCTURE IN PLACE ~";,'iQQt!~~tt}~-v-?) I ~ REMOVE AND DISPOSE EXISTING JUNCTION STRUCTURE \ I\ \01-:-REMOVE INTERFERING PORTION OF EXISTING 21" ~CP ,;~ ~~.,,~~~ CURVE DATA DELTA RADIUS LENGTH TANGENT (A 28'19'0T 45.00' 22.24' 11.35' ~ 90'00'00" 22.50' 35.34' 22.50' RECORD DRAWING