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Home My WebLink AboutW_5350_SCITY OF COSTA MESA. VICTORlA ST PROJECT LOCATION VICINITY MAP NOT TO SCALE LEGEND FIRE HYDRANT EDGE PAVEMENT WATER VALVE METER, P!,JlL BOX SIGN CONCRETE BLOCK WALL LIGHT STANDARD C TRAFFIC SIGNAL WOOD FENCE CHAINUNK FENCE 5 _j (I] WROUGHT IRON FENCE o----<) - GV FH TS CF SF FD DR TP EG NG BS SP FF TR BW TW TG (000) DIR STREET LIGHT GAS VALVE FIRE HYDRANT TOP .OF STEP CURB FACE SQUARE FEET FOUND DRAIN TOP OF DR!\lN EDGE OF GUTTER NATURAL GROUND BOTTOM OF STEP SIGN POST FINISHED flOOR TRAFFlC 131\CK OF WALK TOP OF WALL TOP OF GRATE EXISTING GRADE DIRECTIONAL GI GP L PA PL R/W WO ELEC WM PB RAD pp R DR FG co BR FL TOP OR CRB FC AC TE sco TC MH GB EX TOE rs CONSTRUCTION STAKING NOTE GRATE INLET GUARO POST LOT LINE PLANTER AREA PROPERTY LINE RIGHT OF WAY WOOD DECK ELECTRICAL WATER METER PULL BOX RADIAL POWER POLE RIDGE DRAIN FINISHED GRADE CLEAN OUT BiKE ROUTE flOWLINE TOP OF SLOPE DRAIN CROSS WALK BUTTON FINISHED CONCRETE ASPHALT PAVEMENT TRASH ENCLOSURE SEWER CLEAN OUT TOP OF CURB M/\NHOLE GRADE BREAK EXISTING BOTTOM OF SLOPE FINISHED SURFACE THESE IMPROVEMENT PLANS HAVE BEEN PREPARED WITH THE INTENT THAT THE FIRM OF ANACAl. ENGINEERING COMPANY WILL BE PERFORMING TH£ CONSTRUCTION STAKING FOR THE COMPLETE PROJECT. IF. HOWEVER ANOTHER ENGINEERlt,IG AND /OR SURVEYING FIRM SHOULD BE EMPLOYED TO USE THESE PLANS FOR THE PURPOSE OF CONSTRUCTION STAKING, NOTICE IS HEREBY GIVEN THAT THE FIRM OF ANACAL ENGINEERING COMPANY WILL NOT ASSUME ANY RESPONSIBILITY FOR ERRORS OR OMISSIONS, IF ANY, WHICH MIGHT OCCUR AND WHICH COULD HAVE 8EtN AVOIDED, CORRECTED OR MITIGATED IF ANACAL ENGINEERING COMPANY HAD PERFORMED THE STAKING WORK, v~f = r. Underground 0 "' Service Alert . of Southern California Coll: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG NOTICE TO CONTRACTOR PURSUANT TO ASSEMBLY BILL 301-9 NO EXCAVAT10N PERMIT IS VALID UNLESS THE CONTRACTOR CONTACTS AND OBTAINS AN INQUIRY I.D. NUMBER FROM "UNOER-GROUN!J SERVICE ALERT" (1-800-422-4133) AT LEAST TWO WORKING DAYS PRIOR TO COMMENCING EXCAVATION. OWNER OR DEVELOPER VBAS PROPERTIES 1 T/5 B. NEWPORT BOULEVARD COSTA MESA. CA 92627 SOILS ENGINEER MACTEC 5628 EAST SLAUSON LOS ANGELES, CA 900AO 323-889-5300 JOB NO. 4953-10-0861 JULY 14. 2010 1 SHEET INDEX SHEET MQ. 10 11 12 QESCRIPJ~QN TITLE SHEET WATER PLAN WATER PLAN ~ AREl OF CONffiUCHON NGS ·D EMERGENCY TELEPHONE NUMBERS AGENCY SOl:JiH£RN OOFORNIA GAS ClJMPAN'I' SOUTHERN OOFORNIA EDISOJ>! COMl"ANY PACIFIC lf.LEPHONE COMPANY Cl1Y OF NEWPORT BEACH (IJllLITIES 0EPT.) COUNTY SANITATION DISTRICTS ADELPHIA CABLE UNDERGROUND SEl1\/ICE ALERT TELEPHONE 1-800-614-8153 1-800-611-1911 611 94!1-<!44-3011 714-962-2411 949-542-6222 1-800-422-4133 PUBLIC WORKS DEPARTMENT GENERAL NOTES 1. ALL WORK DETAILED ON TKESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL EXCEPT AS OTKERWISE STATED IN TKE CllY'S STANfJARD SPECIAL PROVIS!ONS. OR IN THIS CONTRACT'S SPECIAL PROVIS!ONS, SE CONSTRUCTED IN ACCORDANCE WITH THE "sTANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION." 2009 EDITION AND SUPPLEMENTS TO DATE. 2. EXISTING UNDERGROUND UTILITiES AR£ SHOWN ,\S PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION OF N£W FACILITIES. 3. STAJIONING REFERS TO PiPE STATIONS UNLESS OTHER\IIISE INDICATED. i!l:'. 4. THE WALL'> AND FACE OF ALL EXr.AVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A '11!; SHORING SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN FIVE (5) ,I\! FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE !:iii E~PECT£D. 5. TflE CONJRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED iN NOTE 4. ABOVE FROM CAL -OSHA, 6. ALL WATER PIPE SHALL BE BEDDED PER CITY OF NEWPORT BEACH STD-106-L. AND ALL SAND USED FOR BEDDING SHALL BE MINIMUM 30 S.E. 7. ALL WATER MAIN FITTINGS SHALL BE MECHANICAL JOINT DUCTILE IRON (CL 52 MIN.) UNLESS OTHERWISE SPECIFIED. ALL WATER I>. MAIN FITTINGS AND DUCTILE PIPE SHALL HAVE AN 8 mm LOOSE POLYETHYLENE ENCASEMENT PER SECTION• 207-9.2.6 OF THE ~ STAN!JARO SPEClflCATION. POLYCTHYLEME SHALL BE TIGHTLY WRAPPED AND TAPED TO PIPE WITH 10 mm vtNYL TAPE. 8. TflRUST BLOCKS SHALL SE INSTALLED ON ALL WATER M/\IN FITTINGS IN ACCORDANCE WITH THE CITY OF NEWFORT BEACH SrD-510-L. 9, WAlER WilNS SHALL HAVE A MINIMUM OF 36" Of COVER FROM FINISHED SURFACE. MARINERS POINTE WATER MAIN INSTALLATION 10. THE CONTRACTOR SHALL NOTIFY THE FlRE DEPARTMENT 48 HOURS IN ADVANCE OF A SHUTTING OFF OF ANY FIRE HYDRANTS AT (714) 644-3106. 11. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN ADVANCE OF ALL LANE CLOSURES. 12. ALL Fl.ANGE JOINTS SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL NUTS, WASHERS AND HEX-HEAD BOLTS. GASKETS SHALL 8£ FULL FACED, CLOTH REINFORCED BUNA-N RUBBER. FROM DOVER DRIVE AT WEST COAST 364' OF DOVER DRIVE ALONG NORTH HIGHWAY INTERSECTION TO SIDE WEST COAST HIGHWAY 1 J, FLEX AND TRANsmoN COUPLINGS USED TO JOIN PIPE IN WATER MAIN CONSTRUCTION SHALL HAVE All THREADED PARTS AND JOINING HARDWARE FABRICATED FROM TYPE 316 STAINLESS STEEL 14. PIPE HARlfESS ASSEMBLIES, VALVf_ AND FITTING RESTRAINTS ANO SHACKLE-CLAMP ASSEMBLIES SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL ALL-THREADED ROD, NUTS, BOLTS AND WASHERS. CLAMPS, SHACKLES AND OTHER HARDWARE MAY BE CARBON STEELS OR DUCTILE IRON WHERE APPROPRIATE, BUT MUST BE COATED LIBERALLY WITH CORROSION PRITTECTIVE MASTIC COMPOUND. APPROVED: DATE: DIRECTOR Of PUBLIC WORKS R.C.E. NO. 36106 APPROVED: DATE: 15. BOLTED CONN,ECTORS FABRICATED FROM TYPE 316 STAINLESS STEEL SHALL KAVE ALL THR£ADED PARTS COATED UBERALLY WlrH AN APPROVED ANTI-SiEZE COMPOUND. 16. ALL BOUED AND THREADED FASTENERS SHALL BE MANUFACTURED IN THE UNITED STATES OF AMERICA AND SHALL CONFORM TO THE MINIMUM REQUIREMENTS FOR STRENGTH. MATERIAL CONSTRUCTION AND DIMENSION AS ESTABLISHED BY THE ASTM AND ANSI SP8CIFICATJONS. ALL FASTENERS SHALL BE ACCOMPANIED BY WRITTEN CERTIFICATION FROM THE MANUFACTURER. 17. Tl-IE CONTRACl'OR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS DEPARTMENT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK AT 644-3311 FOR PUBLIC WORKS, AND 644-3011 FOR UTILITIES, THE PUBLIC WORKS DEPARTMENT iNSPECTOR SHALL ALSC BE NOTIFIED AfTER PLACEMENT Of FORMS AND PRIOR TO PLACEMENT OF ANY CONCRETE FOR CURB AND GUTTER SO THAT THE FORMS CAN BE CHECKED FOR LINE AND GRADE AND COMPATIBILITY WITH EXISTING CONSTRUCTION. 1 B. WATER LINE DISTANCES SHOWN ON THE PLAN AND IN THE ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES. 19, ALL MECHAN!CAL JOINTS SHALL BE INSTALLED WITH RETAINER GLANDS. DEPUTY PUBLIC WORKS DIRECTOR/Cl'fY ENGINEER R.C.E. NO. 24967 20. CON'l'RACTOR SHALL VERIFY DEPTH AND LOCATION OF A!.L WATER CONNECTION POINTS PRIOR TO COMMENCEMENT OF CONSTRUCTION. I SITE LOCATION MAP NOT TO SCALE NOTE: I. THE FIRE FLOW REQUIREMENT FOR TK£ NEW DEVELOPMENT IS 2500 0f'M ALONC WITH 3 FIRE HYDRANTS. DUE 1'0 THE SIZE OF il4E PROJECT, 2 FIRE HYDRANTS WILL BE CQNSTRUCTED IN FRONT O!' +HE DEVELOPl,l'ENr AND THE ADDITIONAL FIRE HYIJRI\Nl IS LOCATED ACROSS WEST COAST HIGHWAY. 2. COORDINATE WATER MAIN SHUT DOWN WITH MUN1CIPAL OPERATIONS -lmLmES (WATER PRODUCTION) DMSION NEW fNSTAUATIONS OF lmUTIES AND UTILITY FACILl'f!ES REOU!RE A MINTMIJM DEPTH OF COVER OF Jll". /\!>ID UTILITY S[R\IICE CONNE:CT!Ot,IS REQUIRE A l.1INIMUM lJEPT~ Of COVER 30" WITHIN STATE RIGHT OF WAY. IIPl'ROVi\l. REOOMMEH!IED NOTE IF ANY OF THE EXISTING PUBLIC tMPROV8MENTS SU>IROUNDING THE SITE IS DAMAGED, NEW CONCRETE SIOEWALK, CURB AND GUTTER. ALLEY /STREET PAVEMENT, AND OTHER PUBLIC IMPROVEMENTS WILL BE REQUIRED BY THE CllY AT THE TtME OF PRIVATE CONSTRUCTION COMPLETION. SAID DETERMINATION AND THE EXTEND Of TH£ REPAIR WORK SHALL BE MADE AT THE -DISCRETION OF THE PUBLIC WORKS INSPECTOR. NOTE A AN APPROVED ENCROACHlilEN'f PERMIT IS REQUIR£D FOR ALL ACT! ES Wrrl-llN THE PUBLIC • -OF-AY. /""----..__,,-..._,.. 8, "ALL WORK REUITEO TO WATER IN THE PUBLIC RIGHT-OF-WAY \ SHALL BE PREFORMED BY A C-34 LICENSED PIPELINE CONTRACTOR OR AN A LICENSED GENERAL EMGINEERING CON'fRAC'fOR" BENCHMARK NO. 3K-24A-82 DESCRIBED BY DCS 2002 -FOUND 3.75" OCS ALUMINUM BENCHMARK DISK STAMPED "3K-24A-82", SET IN TOP OF A CONCRETE BRIDGE DECK. MONUMENT IS LOCATED IN THE SOUTHWEST CORNER Of THE INTERSECTION Of PACIFIC COAST HIGHWAY AND NEWPOITT BAY CRDS$ING, 42 FEET SOUTHERLY OF THE CENTERUNE OF PACIFIC COAST HIGHWAY AND 37 FEET EASTERLY OF TH£ WEST END OF Tf!E SOUTHERN GUARD RAIL A;ONG BRIDGE. MONUMENT IS SET LEVEL WITH TKE SIDEWALK. ELEVATION: 19.259 FEET (NAVD88) 21. THE CONTRAGl'OR SHALL INSTALL ON NEW PVC WATER MAIN A 10 GAUGE INSULATED TRACING WIRE PER TKE INSTRUCTIONS F0 UTILITIES REPRESENTATIVE, LOREN LOVE (949) 718-3410. UTILITY NOTE THE E>flStENCE ANO APPROXIMATE LOCATION OF UNDERGROUND UTILITIES OR SrRUCTURES SHOWN ON THESE PLANS WERE DETERMINED BY A SEARCH OF THE AVAILABLE PUBLIC RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UNDERGROUND UTILITIES OR STRUCTURES EXCEPT AS SHOWN ON THIS MAP. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTJUTIES OR SUBSTRUCTURES AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS THE UTllmES OR STRUCTURES CONCERNED BEFORE START1NG WORK UNAUTHORIZED CHANGES AND USES-· CAUTION: THE ENGINEER PREPARING fHESE PLANS WILL NOT BE RESPONSIBLE FOR. OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF T~ESE PLANS, ALL CHANGES TO THE PLANS MUST 8£ IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. JOB SITE CONDITIONS CONSTRUCTION CONi'RACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACl'OR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS OUR!NG THE COURSE OF CONSTRUCTJON OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SKALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORXING HOURS, AND CONSTRUCTION CON'fRACTOR FURTHE'.R AGREES rO DEFEND, INDEMNIFY AND HO!.O DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE Of WORK ON THIS PROJECT, EXCEPTING LIA8IUTY ARISING FROM THE SOLE NEGUGENGE OF DESIGN PROFESSIONAL CONSTRUCTION NOTES FIRE-WATER CONSTRUCTION NOTES NO'!E: /ill Fl'ITINGS TO BE C-1 HI 0- ®- 0- 0- ©- ©- ABANDON EXISl'lNG a• ACP WATER MAIN, REMOVE EXIST. FIRE HYDRANT, FITTINGS, METER ANO \/ALVES RETIJRN TO CITY'S tmUTl' YARD AT 949 WESi 16TH STREET, C!lNSffil.lCT A 'IIET il>\RREL FIRE HYORANT !'ER CITY SID-500-L INST/ill !t' FIREUHE CLASS 900 AYIINA C900 PIPE (\\'Aral LINE} !IACKl'lll. AND BEOOING ?ER CliY ST!l-106-L TAP INTO EXISTING WATER MAIN P!2ll CITY COORDINATE SHUTDOWN WITH THE WATER Pl'IOOUCTION DMSION INSTALL !l" DOUEU: CHE:CK DIITECTOR MASTER SERIES 876V PER SID-517-L INSTAll 3" WATER SERVICE PER CITY ST0-514-L J-INCH METER SHAU. BE A NEPTUNE TRU-FLO COMPOUND METER WITH R!IOOi C/F REGISTERS ANO BRONZE Sfl'WNERS. MUST PURCH"-SE FROM AOOARIUS WATERWORKS, INSl'ALl PRESSURE R£0UCING STATION PER ClTY SID-521 -L INSTALL 8" X e• REDUCER MJ TO ATTACH PROPOSED s· EXISTING e• WATER LINE ALONG WITH TRUST BLOCK RE -1 - INSTALL 3" PRESSURE PRINCIPLE BACKFlOW DEVICE 1· PER CllY Srll-520-l Li..:'. • @- @- ®- @)-c @-:: INSTALL 1 • PRESSURE PRINCIPLE l:!ACKrUJW DEVICE PER CITY STD-520-L INSTAU. POST INDICATOR VAJ...\/E PER DETAIL HEREON • INSTALL F!RE DEPAITTMENT CONNEC PER DETAIL HEREON INSTALL 8' X 6 • TEE MJ X dAJ ·INSTALL a· x a· TEE MJ x MJ I INSTALL TRUST BLOC.Ki, PER STD-510-LII_ ....-----.y ... ~ - INSTALL 8" X 8" 11.25' DUCTILE , MJ X MJ FlTTING INSTALL 8" FE X MJ GATE VALVE INSTALL 3• SERVTCE LINE ffi INSTALL 10" STANDPIPE VENT PER) SITY STD 537-L-B ~ fil -WATER MAIN LOCATION CHANGED DU£ 200-300 W. COAST HWY. REVIE'IIEO CAL TRANS CURS AND SIDEWALK R~LOCATION. FIRE BFD RELOCATED AND OOMr.STIC BfD SIZE INCREASE ALONG WITH SERVICE LII\IE DATE BY DESCRlPJCION APP'D. P.E\IISIONS ASSISfANT CITY ENGINEER R.C.E. MO. 46214 DATE !JESIGNE!l DRAWN D. C. Q. C. W. S, CHECKED DATE D. C, Q, , 22 13 WATER PLAN TITLE SHEET xxxxxx I CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 11 Of 111 <>~v~ ,(~, of Southern California V Call: Underground Service Alert TOLL FREE 1-800 422-4133 TWO WORKING D,'\YS BEFORE YOU DIG NOTICE TO CONTRACTOR PURSUANT TO ASSEMBLY BILL 3019 NO EXCAVATlQN PERMIT IS VALID UNLESS THE CONTRACTOR CONTACTS AND OBTAINS AN tNQUIRY LD. NUMBER FROM "UNDER-GROUND SERVICE ALERT" (1-800-4.2.2-4133) AT L[J\ST TWO WORKING DAYS PR!OR TO COMMENCING EXCAVATION. 00 II] GRAPHIC SCALE 10 4 2 0 • 10 ( Iii FEET ) I :00:::B = 10 FT. 20 27±X2D.AREA ,S:::::::: , 1· OF DEDICATION " --+-----,--_ AREA OF DEDICATION 15 SF TO cnY OF ..... , NEWPORT Rf.ACH I --+--,• {N.87'17'00"E. I I l I I I °:ii I I I I I I I ! 1 " ----121.3' -'--~_c, ·_, / ),(. • -> E< ,:,f__:/,; p - 1----...,..- _,1.,1-- Sromese pum.er fittings, post-irn.liGator valws st'e. ore prdhibited as port of this 0ssemi:lly. They shall be !1t-stolfed o:i: some point down..;itreom Q-f the below grade 90 • bend. 4 7 2· ----=-:, 24" minimum l 35" mal<imtim I .;~ ProlHe View: ~\)~ not to scale ~16" ,._ boll vclve shut-offs. (toot cuieksJ typioal. 4 3 ' ;: _=i, " 12" Plan Viev,;: not to scale CONSTRUCTION NOTES: G) Appr¢ved redlM:ed pre.sure prfnclple l>-ackflow ,:issembly with spring loaded cheek \ldl'ii'e-'S & ir,tegn:d dioptiram oc-tuoted relief valve. Contne-t. the GNB Utilities Dep-t. (644-301'1) for oppr<ived fist. @ 9Cf bend, FE x F£. Cel'l'l>ent line 01. @ Rflsllient wedge gote volve. © DIP mortdt lined spool, p:'1&ee (FE). ® T50 lb, ANSI roted fkmge. F(!brleoted int'llagrally with spOd or spindle p1ece. Threcrded fh::m9es-excepted. @ 6" thfok -concrete slab. Reinforced wltl1 W'l.4 i,: W1.4 weld wire mesh. Cor-.orete Shall be C-5-60-.3250 mix. Cf) go· berad, cement Ul'ted DJ, FE x FE )! MJ en,0;3-w/retoir.ier glands. GENERAL NOTES: @ Cii:j( Sl.iPPl)' pipe, Class $2 mortor lln.ed Ductile iro11 ?lPe w/po!yefh}'l!flne enM~rnerrl. @ C011!Si,tmer Dfp.im;:). AINWA _qpprove·d pofol)k wo-ter pipe moterlol, elcss 150 or l\19hier. @ AdJl.i!Gtoble steel p-_ip:e .ijUPP.-Ort.. hQt ~Ip go!von,Jze:·o oft~ fl'.Wricilt!Dn per Sl'D-522-l. ~uird: to mi;rt.c-h piping ari<.I Vt'l(\l'l!i;g. @ Air gap rellef "°Ive dr-oin_ port to atmosphere. Outri:rt must be at llf.!oSl i 2 abDV:e the valve assembly slab. @ Ok.1 phrom actuated,. SP,fipg; loQ!1¢:d.1., doubl_e :seated rf)ief ¥Ofve set to seoae ood dt l:ealil: q 2 P;,-,:1 pressure differentlal between the creek volves. @ Bron.:ce body, test yQives. Rob.her secf!:.gd• ball -valve shwtoff with le.'l/el'. ; . . ' lnsto!i thnrst block per STD-510-L--A. FE x MJ od,;Jp ber with ret-ninBr -glol'ld. i. AH -ubtJ<Ve grade piping sh,o!I be polntt1d with on Alkyd Enoml!! point .system eonsls,'i:ing of o 2 mil primer ca-t and two {2) oot of 2 mli!(> {each} hlgh ,glou em:irnet. Colo; sh1:dl _ be-wltlte1 blue, red1 or gr~. 2. All below gradt! duetBe iron fntinge Ql'lc! pJpJn.g shall De encqseci wlth •On 8 _m.fl __ P>0.l~hy!ene_ wr?P' in oeton:i wffh ARA s~dord, 3. All flon.ge b;;rfts shall b-a ma-nu.fot:1.ur-ed form type 316 stoln:less steel. M~ehamcol ;omt connect1oos, shoU l>e-m-ode with etToer mal!eobk!. iron or seH-Wf.l<lth~ing CorTen Si:eel. , 4. B=klrow device .sholl be insfolfed 1n Bosetnent granted-to City. Minimum size i:e 5' wlde x ,:g• long, CITY OF NE\1/PORT BEA,CH PIJBLJC WORKS IJtiPARTMBNT Reduced Pressure Principle Backflow Prevention Assembly * PROPOSED RAMP TO 2ND FLOOR OF PARKING Sl'RUCTURE ,: 1 3 !----- --- N .-I !\.P-PROV[J}; RCP NO. 361"06 wn;M EHm;. Dat,e; J.an ?Q 4 .. l)!IAWL"<1' NO. ~PF!OWl . PROVll;!E 90' ~ELWMJ ){ MJ RETAINER GLAD & THRUS'f BwOGK 3 PROVIDE C TO Ni: (LONG !lOOY 2' MIN. '"' I Profile View: 15 16" min, @-.___ A. 7 '\ ·IW--+4,'lll'i!- -~ ~. 16 l.. 19 ' ' Not To Scale ·r .J-TT I ,_IJ 7 ffi VAUl T SIZING: minimum dimensioms: 4" valve -48"w x 72"long 6" vo!ve ~ 60"w x 72"1-ong a" vclve -12"'w x 134"ton9 110" 1101.ve -72"w :.: 96"!ong 12~ val>Je ~ 72"w :,; '!OB"!ong 18 µ."-. ; 14 10 fe "'----------------------- Pion View: Not To Scale 6' off ctJt.b foce, Typiool. normolly closed valves ---------13 ft Construction Notes~ (D Clo-Val Model 100-01 Hytrol Prassur,a R~ducin-g Valve (Gbobe Pattern Vo1ve). Ductile ken B_ody with-stolnle-ss Ji-6SS :;;teel hternal ond e-1rtemol trim and! ep-oxy cooted boriy, ® Ckl:.::s 52, -mori:f.lf lln~d, DIP spindle pfece (FOE.). @ Glass 52, mortar llned. DIP spln-dle pf-ece (FOE.). Fabricate with ho-mesa lugs wflh· dresser. @ Due-tile Iron fle1<: coupling. ford, Romcc. 0r'8Sser or oppro..-ed equ,i'wah1rit © 504A K-Fl-0.w tiunerl'ly \/tlbJe FE x FE. @ Closs l),t, mQrt:or Rned, 01P spindle piece (POE.) 54" kmg. Fabricate wtth hamesis lug$. C) "l.irrk-Seo/" mechorilool' .pJpli"Jg s-acrl 1r1 annular sp-ace between pfp-e O.D. & round, sleeve Hn·ed, vault opening. Cast sleeve in pfoce with wull @ AdJu:sfoble ploe. SUPflOrt ~ STIJ-522-L. not OIP gol..-l'Jflize after fol:frlcot!on cni<!i polrit. @ R-asl11en-t wedge go-te ..-alve with "burted SiirVlce operator". MJ x FE ernls. f.i3'i M<1rtar 1"1ned ductile iron tee. MJ x FE x FE with cqncrete thrust: ~ block @ Install o ladder tmfted to the side wait of vauit per STD-530-L @ J&R Preec:st voi;1lt 'flJ/8» concrete slob-ftoo:-. Sectlonol voolt may be used In pcrrkwoy oreas, @ SDR-14 C-900 PVC p.ipe or, mortar Hr.ad, PE ancaeed, D1P, Cfass 5-2. @ J&R U.S.F. Dlam,-:m,d plQte -alumfm.wn ,;;over ITT -pa:rkw.oys. J&R U.S.F. -Dk!moncl pl-ate stoln!'cas_ st.eel for traffic oreos. Sprh1g OS$isted, hinged, tw-o pieee, locking, cover. @ Cr;.ncrete curb and gutter l'!ec-Uon, t)'Pico!. ¼luJ:ts should be p~cl • 111 p-<1rkwoy, plol'!'ter or med"'ron areas where -proeticoL © lfg\ 1" tqp with $.Oddle cqst=iroo -Al}O*Y oaaiing with staintess steel oo· bend,. mortar fined DIP w1th MJ x f"E ends & concrete block. e' stmp 1:u'l(f 1 ~ tw,e 3T6 SS boll valve. @Round, n:u~essed df'oin sump \!11th Alh~bro F1Jwndry precast @ Thrust blocks P,fil" sm-srn·..-..L-A. gro-tin-g, 12" minimlJm depth & diome~er. General N«,;s: 1. All c-tu:we Qrilde pi!)if"lg sh-011 be pafntad with on Alkyd Enamel paint system con:sitrblng af c 2 mil -primer eco:it orid -two {2.) coots of .2 mils (each) high gloss ei_,tanel. Cofo-r shafl be blue. _ . 2. All bel:Ow grad~ dt1Ctllfi iron fittings □nd piping sl"hlli 00 ""1cased wfth an 8 mil pol.yethy!ene wrop 111 accord with the AWWA s.tan-dards. , 3. AU fl'On-ge joints shall be eoniu;icted with t}'Pe .3115 slQ!nless ste1:1l fcl'Steners. l<Jlechonical joint sholt be joined with -eith,er moJl,;iable fron or self-weathering Corilf.'lrl St-eel. 4. All vaults ~quire the l11s-baliatl01'1 et on,e vent i:rt the low point ond OM at the high point Vo.ult vents shoU be fnstolled per STD-537-L--,A or Sffi-~37-L-B. Sizin!f of vents shall be determine-d by the pmJect's Engineer. crtY OF NEWPORT BEACH PUBIJC WORKS DEP ARTh1ENT PRESSURE REDUCING STATION 121.3' f'F!OPQSED FH PROPOSED 8' IJNIE 0 I ~ ABJf\lllOON f'ORTION OF EXISTING WATER IJf>IE DETAIL ill Al?PR-OVEf,I,: OJ'awn: M. EIJ:as DRAWING NCI. -L BILCO LADDER UP SAFETY POST CD 0 0 0 ® ® 0 ® Specifications Pull up loop Release roo w / vin:,1 lift handle Lock up bracket Balon-cing spring Squore tubing Adjustable mounting channel Clo.mp bracket Stainless steel mounting bolts (¾-16x2") \ \ \ \ 2 1. The Sileo LadderUP safety post is furnished completely assembled ready to mount on rear of ladder with clamp brackets on climbing side. Ladder must be structurally sound and securely anchored. 2. On hoHow round rung ladders insert solid rou:1d bar (some length as rung) into the top two rungs to provide additional -strength and prevent crushing of the r·ung when the LadderUP is fastened, 3. Adjustable mounting fits ladders with rung spacing up to about 14" [ 355mm] center to center 4. Clomp bracket may be reversed to accommodate rung sizes of 3/4" [19mm] to 1 1/4" [32mm] with standard 2" [51mm] bolts furnished. larger rungs will require longer bolts. CITY OF NEWPORT BEACH Pl:BUC: WORKS DEPARTMENT RCE NO.J6I06 Pf.:"BI .IC WURKS DJRH ··mR STA.NDARD V AUl,T LADDER Drnwn: M. Elias Scale: N.T.S. Dat-: Jan. ?0 O IJRA WING NO. TD-530-L FIRE-WATER CONSTRUCTION NOTES NOTE: All FITTINGS ro BE C-110 / ADJUSTABLE l~0ICATOR POST \\111-1 TAMPER SWlTCH CROKER TWO-WAY CLAPPER INLET MODEL '-- 6420 SERiES OR EQU,'\L ~ FIRE DEPT. INLET CONN. (i)- ©- @- ©- ®- ©- 0- ®-- ABANDON EXISTING e• AC!' WATER MMN, RSIIOVE EXISTING FIRE H'Ylll'!ANT, FITTINGS, MIITER AMO VALVES RIITURN TO Cf!YS UTI!JlY YARD AT 949 'NESr 16TH SIBEJET. OONS!Rllc:r A WET 131\RRa flRE !fl'ORi\lli PER CllY SID-509-L ll\lSTAIJ. 8" flREUNE CLASS 900 AWA CIIOO PIPE (WATER LINE) lill\CKflLL liN!l E!EllOING PER CIT\' STI)-10$-.L TAP INTO EX!SrlNG WATER MAIN PER CtlY COORDINATE SHUTDOWN WtTH THE WATI::R FlllOOUCTION EllVISION INSTALL 8" OOUEll£ CHECK OEJECTOO MASTER SERIES 876V PER STD-517-L INSTALL 3,• WATf!R S.IEFMCE PER Cfl'f SID-.5'14-1. 3-INCH MITER SHALL BE A NEF'TUNE l'RlJ-FU:i CDMPOOINll METER WITH R!IOOi C/F REGISTERS AI\ID Bl'Wllll'E SlRi'ilNERS. MUST PURCHASE FROM AQU1\RlUS WATEF,iWORKS. INSTALL l'RESStlRE •RBlOONG STATIOIII PER Cll'i' Sl'0-521-L :INSTAU. 6" X 8" REDUCER MJ 1'0 ATTACH PROPOSED 8" 10 EXISTING 5" WAl'ER LINE Af.DNG WITH TI'!IJST BLOCK REllUCER PER ST0-51 D-1.B INSTAU. 3• PRESSURE PlillNCil"IE BACKMW OBIIGE Pm ctrr s:ID-5:!Cl-l ill @-INSTALi. 1" IRRIGATI ~ INSTALi.. 1" PRESSURE PRINCIPLE BACKr'LOW DE'\llCE PER CITY STD-520-L )) @- @-- INSTALL POST INDICAlOR VALVf. Pm DETAIL HEREON @-- ·@>-- @- INSTAU. Fl-RE llEPARTMENT CONNECOON PER DETAIL HEREON INSTAil. a• X 6" TEE MJ X MJ INSTALL a· X a· TEE MJ X MJ INSTALL mus:r BLOCKS PER Slt)-5,IO~L-A 'if--...; @-- ®-- @-- @- INST/Ill a· X a· 11.25" DUCTILE MJ X MJ Fl171NG ffi INSTALL II" FE X MJ GATE \fAI.\IE INSTALL 3' SERI/ICE LINE INSTALL 1 o• STANDPIPE VENT PER SffY STD 537-L-B -N.R.S. GATE VAl\/E w / MECHANICAL JOINT ENDS POST INDICATOR VAULVE DETAIL 4 "X2-I /2"X2-1 /2" 4"x 0-4 FlG.xTHD. PIECE 4" WAFER CHECK VALVE 4" x 48'' LONG FLANGED MID SECTION 4" FLG'D x MECH JOINT BURY ELL 32" 12" MIN. 24" MAX. 42" CONCRETE THRUSTBLOCK DETAIL AT FIRE DEPT. CONN. 6" UNLESS NOTED t WEST COAST HIGHWAY A~. NOTE: POT HOLE AND LOOAliE UTIUllEs: PRIDJ'l TO CONS1"1'WCTION. NOTIFY ENGINEER F'OO ANY CHANGES 10 THIS Pl.AN 0993-201 CAL TRANS NOTE: N£W INSfAU.ATIOOS Of lJTILfrlES 'AND Ul'llllY FACILITIES REQUIRE A MiNIMUM DEPTH OF COVER OF 36'', !\1110 lJT,ilflY SEIMl:JE CONN'<CTIONS REQUIRE A MINIMUM DEPTH OF COVER 30" Wl:THIN STATE RiGHT OF WAY. 1)/(fE BY ffi ·-WATER MAIN LOCATION CHANGED !JUE CAL TRANS CURB ANO Sl0EWAlK RELOCATION, FIRE BFD RELOCATED AND DOMESTIC BFD SIZE !NCRtASE ALONG WITH SffiVICE LINE DESCRIP110N Af'P'D. REVISIONS REl/!EWED ASSISTANT CITY ENGINEER R.C.E. NO. 46214 DATE DESIGNED DRAWN D. C. Q. c. w. s. CHECKED OATE D. C. Q. 5 22/13 200-300 W. COAST HWY. WATER PLAN xxxxx CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 120F 161m I \ --' r , I , I ---· I I I j I ' -'~ I -I I I L PROPOSED RAMP TO 2ND FLOOR Of PARKING STRUCTURE -'-4"',TEE & Tti~ST BLOeK CAL TRANS NOTE: NEW INSTALLATIONS Of UTIUTIES AND UTILITY FACILITIES REQUIRE Ji, MINIMUM DEPTH Of COVER OF 35", AND UTILr!Y SERVICE CONNECTIONS REQUIRE A MINIMUM DEPTH OF COVER 30" W!THIN STATE RIGHT OF WAY, TWO WORKING DAYS BEFORE YOU DIG NOTICE TO CONTRACTOR PURSUANT TO ASSEMBLY EllLl 3019 NO EXCAVATION PERMIT IS VALID UNLESS TH[ CONTP.ACTOR CONTAG1S ANO OSTNNS AN !NQU'IRY 1.0. NUMBER FROM "UNDER-GROUI\JO SERVICE ALERT" (1-800-422--413.3) AT LEAST 1WO WOR'K!NG DAYS PRfOR TO COMMENCING EXCAVATION. "' I I I "' r -7 I I _J "\ . --------- ·-,_ / r,,!,.. \ ---i -:-> -__ ~-~-~--·-.:·l; -----~-..-...;;;....:.---~, _ ~ -~-~I _ --~-Q i_/7_:~~ _ -'"·""•· _o,L-c·-----_- C"-~,--_:__:_· -~-:.;:,_·-~ -,~---,;._,;.;_f~-~~-:=;~-:. ~ ,.:~-__,. _,....-' ---, ---/:_ ,r ~-~~ ~ --~~ ________ _,,. ,-+ -7 I I ' -1----I i I L _L _l 7 I I _J PROPOSED BUltDlNG FF=13.65 ,,,-------- i I \ ""T I I L I --i I \ I \ ---(:. --'(;', ' '" I ;;, I ... DETAIL A NO SCALE ill EXISTING 24 • MLCCSP --- --- PROPOSED MECHANICAL l'WOM i--7 ( ca-::c -==-~= L _ _j : -v~~:~- ----' I I ' -___) I , ---------i'') -·-:< •, / 1, iC/'-.S I I>.~ --~ __ -:i--,----- L I I ' I -j I -..J l I i I ' -,--,----- ' .. \ ' ' --c~ ···------ GRAPIDC SCALE HJ 8 ~ 4 2 0 5 10 1 ....ii---; t ( IN FEET) 1 !lire!!'. = to F'l'. ,0 / PROPOSED ElE\111.l'OR -'. ('.~ _7 • ' Ft ·Hw --.,.__ --- - - _ _j ---- -----,::, ---- + ---cs)- 30 I \ PROPOSED EIUllDfNG 1/ ! 2 t3 ~ NOTE: * POT HOLE AND LOCATE U!TIIJTIES PRIOR TO CONSTRUCTION. NOTIFY ENGINEER FOR ANY CHANGES TO TI11S Pi.AN FIRE-WATER CONSTRUCTION NOTES II <I \ - NOTE, All frnlNGS TO BE C-110 ," I ' -7 /1 ,rJ / _,, I ' \ ! .L ABANDON EXISTING 5• ACf> 'IIIATI:R lllAIN, REMOVE EXISTING FIRE HYDRANT, FlTTINGS, METER AND VALVES RETURN TO C!1Y'S IJTIUTY Y,'iRD AT 949 WEST 16TH mm. CONSTRUCT A WET BA!ffiEl ARE lfl'llRAffr PER CITY Sl'll-500-l @- @-- lNSfAU 1 " PRESSURE PRINCIPLE ElACKFl.0\11 DEi/iCE PER CITY INSTALL POST INDICAltJR VALVE PER DETAIL HEREON 0-- ©- INSTPU 8' FIREUNE CLASS 900 AWWA C90D PIPE (WATER LINE) B'ACKFILL NIil BEDDING PER Cm' s:ro-ms-L TAP INTO EXISTING WATER M>'/IN PER CITY COORD!NATE SHUTDOWN WITH THE WATER PRODUCTION DMSION INSTALL 8" OOUBLE CHE:Ci< !)EJECTOR Mil.STER SERIES 816V PER STD-517-L INSTALL 3• WATE!R SERVICE PER CllY STD-514-L 3-INCH METER SHALL BE A NEPTUNE TRU-FLO COMPOUND METER WITH R!lOOi C/F R8GISTER1, AND BRONZE STRAINERS. MIJST PURCtlASE FROM AQUARIUS WATERWORKS. INSTALL PRESSURE REDUCING STATION PER CllY STD-521-L INSTALL 15• X 8" REDUCER MJ TO ATTACH PROPOSED 6" TO EXISTING 6" WATER LINE ALONG WITH TRUST BLOCK REDUCER PER STD-510-l.B @- e-- @- @)- INSTALL FlRE DEPARTMENT CONNECTION PER DETAIL HEREON INSTALL 8" X 6° TEE MJ X FE INSTALL !!" X 8" TEE MJ X FE INSTALL TiWST BLOCKS PER SID-510-L-A v--v~ INSTALL 8" X !!" 11.25' DUCTILE MJ X MJ F!TT!f>fG /\ ill INSTALL. s• FE X MJ GATE VALVE @-INSTl\ll. 3• SER\IICE LINE @-INSTALL 10" STANDPIPE VENT PER ©-INSTAU 3" Pffl:BSIJRE PRINCIF'LE Btll.Cl(Fl.011' DB/ICE PER CITY ST!l-520-L SITY STD 537-l-B --.._,_"--~-~-~ ~"-----& "'--~ INSTALi. 1 • IRRIGATION 1.!Erffi PER Clfl' SID-502-L ~~~./~ 0993-2012 & -WATER MAIN LOCATION CHAHGED DUE CAL TRANS CURB AND SIDEWALK RELOCATION, 200-300 W. COAST HWY. FIRE BFD RELOCATED AND DOMESTIC BFD SIZE INCREASE ALONG WITfl SERVICE LINE DATE BY DESCRIPTION APP'D. REVISIOt,IS ASSIS!ANT CITY ENGINEER R.C.E. NO. 46214 DATE lltSIGNED DRAWN D, C, Q. C. W. S, CHECl(ED DAT£ D. C. Q. 5/22 13 WATER PLAN xxxxx CITY OF NEWPORT BEACH PUBUC WORKS DEPARTMENT SHEET130f 16 VICINITY MAP NOT TO SCALE LEGEND ~ -FlREIIYOFWIT /,7 EDGE PAVEMENT WATER V/>J..VE MfJER,PUL.LBOK BLOCK \I/ALL ¢ -UGHT STANDARD ~- WROIJGIITIRONFENCE o------<i- "' ~VALVE "' FlREHYDRIINT " TOP Of STE? " CURBfACE SF SOUAREf'EET " "'"" DR TOP OF DRAIN NC N/\TURALGROUND BS BOTTOMOFSTEP " .. BACK OF WAU( TOP Of WIIU. " (000} -EXISTING GRADE . " L " " ,;w WD Em - - GRA'l'EINLET GUAAOPOST LOTUNE """'"""' RIGHT OF WAY WOOllOECI< EL.£mRIOO. RIDGE '"" Cl£ANOI/T BIKEROUTE Fl. nowtJNE TOI' TOI' OF SLOPE FC FlNISH£D CONCRETE N:, ASPIW.TPAVEMEMT TE -TRASHENCLOSURE TOPOFWRB Ml-t MANHOLE GB GRADEBREld< EX -EXlsmG BOTTOM Of SLOPE f'INISIEOSURFACE 011NER OR DEVELOPER VBAS PROPEmlES 1n5B.NEWPORTBOUL.EVARD COSTAMESA.CA92627 SOllli ENGINEER NOTICE TO CONTRACTOR PURSUANT TO ASSEMBLY BILL :3019 NO EXCAVATION PERMIT ISVAUDUNL.ESSIBECmm,,.crroRCONTACTS/.MDDBTAINS A/'IINQlJIRYI.D.MUMBERFROr.l"UNDER-GROUNDSERIIICE Wl()Rf Jtc1'IfMrilt1N:1m..e111~ lWO WORKING DA"\"S SHEET INDEX ,WU,,. -TITLESHffT " WAlER Pl.AN PUBLIC WORKS DEPARTMENT MARINERS POINTE WATER MAIN INSTALLATION FROM DOVER DRIVE AT WEST COAST HIGHWAY INTERSECTION TO 364' OF DOVER DRIVE ALONG NORTH SIDE WEST COAST HIGHWAY APPROVED; DATE: DIRECTOR Of" PUBLIC WORKS R.C.E. NO. 36106 APPROVED: ===========~=~~= DATE: DEPUTY PUBLIC WORKS DIRECTOR/CITY ENGINEER R.C.E. NO. 24967 LlJ ~ ~~ CUFF DR EMERGENCY TELEPHONE NUMBERS AGENCY TELEPHONE SOUTHERNCAUFORIIAGASCOMPNiY SOUTHERNCAUFORNLI.EDISONCOMPANY PAClflCTEl.£POONECOt.lf'i\Jff CllYOFNEWPORTBE"ACH(lmtJnESDEPT.) COUITTl"Si\MTATl.'.IN DISTRICTS ""'"'"""" UNDERGROUND SERVICE ALERT 1-800-624-8153 1-800-611-1911 611 949-64-4-3011 714-962-2411 949-542-6222 1-000-422-4133 LOCATION MAP NOTE: 1 • ~r◊RP~l:-rrowis RJ~R~~~NT ft:c ~N~ FIRE I-IYDRANTS.Ot)£TOTH[SIZEOFTHEPROJECT,2FIRE ~~LLA:i~~o'iii~1NF1:0~0:NiH1~ LOCATED ACROSS WE:Sf COASf HIGl-lW.O.Y. 2. COORDINATE WAlER MAIN SHUT DOWN WITTl MUNICIPAL OPERATIONS -1/TIUTIES (WATER PROOUCTJON) OMSION CAL TRANS NOTE: NEWINSTAl.lATIONSOFUTIUTIESJIND UTIIJTYFIICIUTIESREQIJIREAMINIMUM DEPTH OF COVER OF 36", AND UTILITY SERVICE CONNECTIONS REQUIRE A ~~~u~lJr~F c:'AY~ 30• WITHIN El.EVATION;19.2S9FEET(NAVD80) GENERAL NOTES 1. All WORK DETAILED ON TliESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL, EXCEPT /J,,S OTHERWISE STI\TEO IN l\-1£ CIIY'SSTANDAROSPECtALPR()VISIONS,ORINTHISCONTfOCT'sSPECIALPROVISIONS,BECONSTRllCTEDIN~ORDANCEWITH THE "STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTT!UCTION," 2009 EDITION AND SUPPLEMENTS TO DATE. 2. EXISTINGUNOEROROUNDUTtlJTIESAAESHOWNl>SPERAVIIILABLER£CORDS, THECONffiACTORSIW.lBERE'SPONSIBLEFOR VERIFYING THE ACTIJAl LOCATION ANO ELEVATION IN Tf!E FIELD PRIOR TO BEGINNING COl'lSTRlJCTION OF NEW fACIUTIES. 3. STATIONING REFERS TO PIPE STATIONS UNLESS OTI,ERWtSE INOICATEO. 4. THE W/IUS AND FACE Of ALL EXCAVATIONS GRE"ATER 1HAN FM: (5) FEE'.T IN DEPTH SHAU BE fl'FECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF IBE GROUND OR OIBER EQUIVALENT Uf:Al,JS. lRENCHES OR E)(CAVATJONS LESS THAN FIVE (5) ~~JEP'TH SHAU ALSO BE GUARDED WHEN EXAMINATKlN INDICATES THAT HAZARDOUS GROUND MOVEMENT l,!AY BE 5. l:iM ro:~:(s} SHALL OB"IAlN A PERMIT TO PERFORM EXCAVATION OR lRENCH WORK AS DESCRIBED IN NOTE 4 ABOVE 6 ALL WATER PIPE SH/ILL BE BEDDED PER CITY OF NEWPORT BEACH ST0-106-L, ANO ALL SAND USED FOR BEDDING SHALL BE MINIMUUJOS.E. 7. ALL WATER MAIN FITTINGS SHALL BE MECHNIICAL JOiNT DUCTILE IRON (CL 52 UIN.) UM..ESS 011-IERWISE SPEaFlED. ALL WATER & ;:~N~~E~~~uo~o\'.~~i 1~ "':iE8 T~~L!f~~'%~t=EJ~~~it1:=.:~Jf1Xiai.6 Of THE B. TliRUST BLOCKS SHALL BE INSTAUED ON ALL WATrn MAIN FITTINGS IN ACCORD,\l>ICE WITH TliE CITY Of NWORT BEACH ST0-510-L 9. WATER MAINS SHAU HAVE A MINIMUM OF 36" OF COVER FROM FINISKED SURFACE. 10. lH[ CONTRACTOR SrlAU. NOTIFY THE FIRE DEPART/JENT 48 HOURS li'l ADVANCE Of A SHUTIIOO Off Of ANY FlRE HY!lRANTS AT (714) 644-3106. 11. THE COITTRACTOR SHALL NOTIFY THE FIRE OEJ'ARThlENT 48 HOURS IN ID'/ANCE OF ALL VINE ct.oSURES. 12. N.L FLANGE JOIITTS SHilll. BE JOINED tJnUZING TYPE 316 srAINLESS STEEL NIJl'S, WASHERS AND HEX-HEAD BOLTS. GASKETS Sl-lAU.BERJLLFACEO,ClOTHREINFORCEDBUNA-NRUBBER. 13.FLEXANDTRANsmoNCOUPLINGSIJSEOTOJOlNPIPEINWATERMAINCONSTRUCTIONSfW.lHAVEALllHREAOEOP-"RTSANO JOINING 1-lARDWN!E FABRICATED FROM TYPE 316 STAINLESS STEEL 14. PIPE HARNESS ASSEMBLIES, VALVE AND FITTING Rf:STRAIITTS ANO SHACKLE-CL,>MP ASSEMBLIES SHAU BE JOINED UTILIZING 1YPE 316 STAINLESS STEEL All-TI-lRUOED ROD, NUTS, BOLTS ANO WASHERS. CLAMPS, SHACKLES ANO OlHER HAR0\1/JUlE MAY BE CARBON STEELS OR OUCT1LE IRON WHEl'!E Af'PROPFllAlE, BUT MUST BE COATED UB£RALLY WITH CORROSION PROTECTIVE IJASTIC COMPOUND. 1~. BOLTED CONNECTORS FABRICATED FROM TYPE 316 srAlNLESS STEEL SHAU HA\IE ALL THREJIDED PARTS COATED LIBERALL WITH AN APPROVED ANll-SIEZE COMPOUND. 16.AllBOLTEOANOTHREADEOfASTENERSSIW.l.BEl.fANUFACTUREDINlHEUNITEOSTATESOFAMERICAANDSHAllCONFORM TO THE MINIMUM REQUIREMENTS FOR STRENGTH, MIITERIAL CONSTRUCTION AND DIMENSION AS ESTAfll.lSHED 13Y IBE ASThl MD ANSI SPECIFICATIONS. All FASTENERS SHALL BE ACCOMPANIED SY WRITTEN CERTIFICATION FROM THE MANUFACTURER. 17. THE CONTflACTOR SHAU. REQUEST INSPECTIDN ffiOM TH£ PUBLIC WORKS DEPARTMENT 48 HOURS IN ADVANCE OF PERfORMIN ANY WORK AT 644-3311 FOR PUBLIC WORKS. ANO 644~3011 FOR lfTILffiES. WE PUE!LIC Wl'.>RKS DEPARTMENT INSPECTOR SKAU. ALSO BE NOTIFIED AFTER PLACEMENT OF FORMS AND PRIOR TO PLACEMENT OF ANY CONCRETE FOR CURB AND GUTTER SOlHATTHEFORMSCANBECHECKEDFORLINEANDGRAOEANDCOMPATIBILllYWITHEXISTINGCONSTRUCTION 18. \I/ATER UNE DISTANCES SHOWN ON THE PL/IN AND IN 1\-lE ESllMATED QUANlTTlE'S ARE HORIZONTAL DISTANCES 19. Af.L MECHANfCAL JOINTS SHALL BE INSTALL.ED WITH RETAINER C~DS. 20. gg:rsr~RJHAl.l. VERIFY DEPTH AND LOCATION Of AU. WATER CONNECTION POINTS PRIOR TO COMMENCEMENT Of 21. THE CONTR<ICTOR SHALL INST~Ll ON NEW PVC WATE< MAIN A 10 GAUGE INSUI.J\TED TRACING WIRE PER THE INSTRUCTIONS FOR VTIUTIES REPRESENTATIVE, I.OREN LOVE (949) 710-3410. UTIIJTY NOTE TI-lEEXtsTENCEANOAPPROXIWffE LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE Pt.ANS WERE DETERMINED BY A SEARCH OF THE AVAILABLE PUBLIC RECORDS. TO THE BEST OF OUR KNOWLEDCE THERE .I.RE NO EXISTING UNDERGROUND lfTIUTIES OR STRUCTURES EXCEPT AS SHOWN ON THIS MAP. WE CONTRACTOR IS RECIUIREO TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECTlHE UTILITIES OR STRUCTURES SHOWN ANO ANi OTHER lJTIUTIES OR SUBSTRUCTURES AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBllJTY TO NOTIFY THE OWNERS 11-tE UTILITIES OR STRUCTURES COl'lCERNED BEFORE STARTING WORK UNAUTHORIZED CHANGES AND USES CAUTION,IBEENGINEERPR£PARINGTHESEPLANSWILLNOT8ERESPONSIBLEFOR,ORLIABLEFOR,UNMITHORIZEDCHANGES ~gE~J~iSE PLANS. All_ CIWICES TO WE.PL/INS ~UST BE IN WRmNG ANO MUST BE APPROVED BY THE PREPARER or JOB SITE CONDITIONS CONSTRUCTIONCONTRACTORAGREE'STHATINN:,CORDANCEWITHGENEAA.1.YACCEPTEDCONSTRUCTION PRACTICES,COl'lSTRUCTKlN CONTRI\CtOR ll'IU. BE REQUIRED TO ASSUME SOLE ANO COMPLETE RESPONSIBll.llY FOR JOB SITT' CONDmONS DURING THE COURSE Of CONSTRUCTION OF THE PROJECT, INCLUDING SAF£TY OF All. PERSONS ANO PROPERTY; THAT THS REQUIREMENT SHALL BE MAflE TO APPlY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. AND CONSTRUCTION CONTRACTO F\JIIDIER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONIII.. HARMLESS FROM ANY ANO ALL IJAIJIUIY, REIil. O =i&cl~ ir~~~Np~~~JJcRFORMANCE OF WORK ON lHIS PROJECT, EXCE~NG LIABILIT!" />.RISING FROU THE SOL CONSTRUCTION NOTES FIRE-WATER CONSTRUCTION NOTES 11\Jl"E: AU Fml~ TO a: c-110 CD-=~~~AC:Jtr~rvi~u~gi~ @--~• D~i~pr~CIPLE CITY'S UTILITY YARD AT 949 WEST 16TH STREET. ST0-520-L @--CONSlRUCT A WET l!MREl. FIRE HYlllWn" PER CITY ST0-500-L @--INSTALL POST ltlDICATOR VALVE PER @--INSTNJ.. 8" FllEUNE Cl>SS 900 AWWA C900 PIPE {WATm LINE) DETAIL HEREON 0-8'Cl<l'll!. AND eEremc f'E!l C!lY Sl!HOS-l TAP INTO EXISTJJW WATER t.lAll'l PER CIT'I' COORDINATE SHUTDOWN 'NITH THE WATER PRODUCTION OMSION INST~ a• OOtJBLE CHECK DETECTOR ldASIER SERIES 076\J f>ER ST0-517-L INSTALL 3" WATER SERv'ICE PER CllY STD-514-L 3-INCH MEIER SHALL BE A NEJ7TUNE TRU-FlO COMPOUND METER WITH R9001 C/F REGISTERS ~O BRONZE STRAINERS. MUST PURCHASE FROM AQUARIUS WATERWORKS. INSTALL ARE D--·-·----····---·· PER DETAIL HEREON INSTAI..L8"X6"TEEMJXMJ INSJAU_ a· X a· TEE MJ X MJ INSTAil. TRUsr BLOCKS PER ST0-510-L-A INSTAU. a" X 8" 11.25' DUCTlt.E t.ll X MJ FlTTlNG INSTALlB'FEXMJGATEVIJ.VE !NSTAU. ~• SERVIOE LINE ====~,-.,\~~~~& 1 -WATER MAIN LOC.O.nDN CHANGED DUE C/\1.lR/INSCURBIINDSIDEWAl.KRELOCllliON, ASSlsfANTCITYENGIHEER OESCRIP110N APP'D. 0933-2012 200-300 W. COAST HWY. WATER PLAN TITLE SHEET Underground Service Alert ofSouthernCollfornlo Call: TOLL FREE 1-800 422-4133 NOTICE TO CONTRACTOR PURSLJ.tMTOASSEMBLYBILLJ019NO~CA\IATIONPERldlT fSVAUDVNL.ESSTHECOOTRACTORCONTAC'fSAADOBTAJNS AAII-ICIUIRYI.O,NUl,IEEl!FROlol"\RiOER-GROVNDSERVICE ~~~•rlt;£t;J;~;.;ci1~&.¢~~ TWO WOR!<IN~ DAYS GRAPHIC SCALE ,~, {DlFB'I') llHCH., 10 n. I L-- 1 ' I & ffi BILCO LADDER UP SAFETY POST ,,/,:7\ ,,, \ I\ \ \ .;:;i . :>1/ ::_,_s. : ' 2 (\,nst:ructionNotes· PlanView:not to scale 0 ~1r~ ;ri.sr~:sr'!2'f.fE~f'; ~· @ ~:,~ ~ ~r,r,_<rl.., Sll>-02H n,1 DIP ""'""'"" '""' ~ CONSTRUCTION NOTES: 0 ::::::::-:~ :-;,~~SZ~r.i:.:.~~f"' @go·bood,Fl',~Com..,tll"'D' @Room,,1t"'"",Jo9olowL ... 0~1Pmort..-lhedopodpleco(rr}. © :;".~r;.~ .. ~'."°..,~:.;'3,d ~~~c';;iZ'.''"" ~,"' '""'' GENERAL NOTES: @ ;,i:oi~/;!~";..~:.'.'rr!tm..-!o, ""°" Ouet>o Iron pipe @ :;:,~, Jo'.:~M•~:"\i~.;'.""" potoblo wato,-pfpo @ ~'='"f'c:: =-"siif."5~t~,~•,t ~• .. 'l.tW'~~:~ @ ~ ~ .. ':/"lr,.,:O!"t,:~· ·=:~o,.°"u" muot ©~!,~,:~1~! ~•;.~'r'J.1f~~,d,e o.,,,-.' ····-····-·"~--·" ~ :;;:-.:-:;;,:::,:,::·:,:t @0•• ., '"--lfN<II, IP •i•ol• ,r-f"OL) @ ~501:0111: ::r-9°"' ,.,,,. -'bu,lod """""" op,sro!o,' @a-, •. ---1,-••••• ,1. ,,_ (re..) @ ~ r~O!l ... o111. lrm too. MJ x FE • FE 111th '""""t,, "''"'' ©~~.:r '"' -•• ;~ -OS., • .,"~•-~ ;;~:;.:;7d;,:::.:o ::: .:.~::::::,:~~:. © 504A K-Row butt.rtly .,,,.,. FE , ft. @) ~~-,4 c-goo PVC ,~ •• ,, mortor , .. ,,,. PE ... o-. OIP. Cloe, @) ?.:i.,~ ,:;g:1r;r.,:.".::,:-,. 'l)hdle pio<o (fOE.) 54• I""~ @ J&R U s.r Dlom"'d ploto °'"mlsum fl,-' In ''"'""li JJpl U S.F (i)~;,::;thm:1:lod ~PITT~~ In onnulor.so~ botwoon C :~::::,!:::~:::-:.:~~::: ~•~":•• @•O' bood. m<rlo, """" DIP """ MJ. FE ond• "'oooaote .,.,.,. @ ~;,.1 ,~•~ .. 'l;;': :s'i":'stt ... ""!Tl.""'tln~ wltn m1111 .... ,, .. 1 @I~~'~!'~..,~,::':':~ ;1~,!~:~ foun~y precool @ nwu,t l>r.><k• po, Sl1Hi1o-l.-A, GoneralNates (D Pull up loop @Releoserodw/vinylllfthondle @Loekupbrocket 0Bolonelngspring @squore\ubing @Adj.Jstoblemauntlngc:hannel (i)c1ampbrocke\ NOTES 1. The Sileo LadderUP sofetypost ls furnished completely assembled ready to mount on rear of ladder with clomp brackets on climbing side. Lodd.,.. must be stf\lclurollysound and securelyonchored. 2.0nhollowroundrungloddersinsertsolidraundbor (some length as rung) Into the top two rungs tc provideadditionolslrengthondpreventerushingof therungwhenthelodderUPisfostened. 3 Adj.Jsloble mounting fits ladders with rung spacing up ta about f4" [355mm] center to center 1. All oDOvo ~ p~k,~ sholl bo pohted .-ltn cm Alli)<j Enom~ po!l>t o)"tem e,,nor,trr,g of o 2 ml prlrno, co( ood ,-. (l) cot ~ ~~.I:•:el•~:i=.~-r':°1:,~~~r-~r:;,1::.-.:::•: :;:;::.::.: :•~.:.:.-~::~•::! @ f~t~~'::;.Jtoel mounting bolts 4. Clomp bracket may be reversed lo occommodote rung sizes of 3/4" [19mm} to 1 1/4" [32mm] with standard 2" [51mm] bolts furnished. Larger rungs will requite longer bolls ~· U#l€?~!~?~~1?f~fi,F~~=··'= 1~Etor~r~~~-~~r~ :~/= :,::,~,.-d. l :o1l!J: c•.,•,~:1---""...::-..;~•o:t te,.~11 oWlrll-1t•L •t•-•-•lool Jljo\ -It-•-•••.,.,., ~ !locl<I<,.. o,,r.., ""°" "' in,,~1.,; o, "'""""'' rn\od to City wr,mum .,,. 1, 5' wlda • 10' long. CITY OF NEWPORT BEACH Reduced Pressure Principle Backflow Prevention Assembly * PROPOSED RAMP TO 2ND FLOOR OF PARKING STRUCTURE -520- CITY OF NEWPORT BEACH PRESSURE REDUCING STATION & FIRE-WATER CONSTRUCTION NOTES NOTE: All. RTTINGS TO 11£ C--110 0---~~~~~S~:~~rv'l~~~G @-INSTALL 1" PRESSURE PRINCIPLE BACl<FLOW DEVICE PER CllY STD-520-L CllY'S \JTIUTY YARD AT 949 WEST 1Glli STREET. ©--CONsmuCT A wrr IWlREL f1R£ !MIRANT PER CrtY STD-SDD-L @---INSTAU.POSTINDICI.TORVALVEPERDETAILfiEREON INSTALL ARE DEPARTMENT CONNECTION PtRDETAILHffiEON @-~8::=~9:v":'-~P!PE(WAID!UNE) @)-- ©-@- ©--- @--©- ~ I~ ~'fJ1:i:iii~~N0,t:i~JllY COORDINATE SHUTDOWN ®-INSTM.l. g• X ft 1EE MJ X UJ INSTAIJ.8" DOUBLE CHECK DETECTOR MASTER SERIES @---INSTALL8"Xll"lEElrlJXlrlJ ::;~ ~-~~.;:1 ~~CE PER Cl1Y S't0-0\4-L 3-INCH MEl'ER @----INSTALL TRIJSI' BLOCKS PER ST0-510--1.-A ~~RE':~~~EB~~r-o ~~~N~u~~URC~:~ ~ INSTALL a· X a· 11.25' DUCTILE AQUARIUS WAlERWORKS. MJ X MJ FITTlliG ill INSTN.L PRESSIJRE REDUCING ST'AllON PER CIT'!' STD-M.1-L. @-INSTALL 8" FE l( l,IJ GATE VALVE ~Nr."lt utEX~~~:WfRTR~ST ri~.-.c~~i~ a~~~~JG 6 @)-lttSTfil. J" SEIMct UNE ~~,-.,-,-'v-,,-~~~~~w~~~ INSTAlL3"PRESSUREPRINCIPLEBACKl'l.OWDEVICEPERCITYSTD-520--L 1 @---INSTAU.l"IRRIGATKlN MEfERPEACITYSTD--502-L CITY OF NEWPORT BEACH euuUCWORKSOLPJ\K1MLNr STANDARD VAULT LADDER / P~DfmflfA~~"'ra1rcH )) CROKER TWO-WAY ClAPERINLETMODEL 6420SERIESOREC!lJAL FlREOEPT.INLETCONN. 4"X2-1/2"Y.2-1/2" & TD-5 - DETAIL AT FIRE DEPT. CONN. POST INDICATOR VAULVE DETAIL 6"UNLESSNOTI:O CAL TRANS NOTE: NEWINSTALIATIONSOFUTIUTIESANDLJTIUTYFIICILffiESREQUIREAMINIMUld OEPTHOFCO\IEROF36",ANDUTILITYSERVICECONNECTIONSREQUIREA MINIMUM DEl'TH OF COVER JO" W!THiN ST"'TE RIGHT OF WAY 1 -WATER IMIN LOCA110N CHANGED DUE CALTHAIISCURBANDSIDEWM.KRELOCA110N, FIREBFDRELOCATEDANDOOMESTICBFDSIZE ASSISTANT CITY ENGINEER R.C.E. NO. 48214 0993-2012 200-300 W. COAST HWY. WATER PLAN M'P'O. DESIGNt~ C. Q. OAAWN C. w. s. CITY OF NEWPORT BEACH xxxxx f-~~--~-=.=.,---~-+<>~ec<="<g_~c~•+.o°"~·, -,,~PUBIJC WORKS DEPARTMENT SHEET 120F 16 ,*!-~, )~ \-1 hr 11 _bL1 , 1 rtlrf1~r =I --+--tl-.JL;---~ i L.. a:_}7 IL ..JI ! : I J L _ 1 _ J L_ -__ ..J L ___ - I I I \ I ~ I I I E-< C I -7 C --1---, = I l r-1 Ir-m ~r:1 1,1 :\ \'1 ~ I J : :IL ..J ! I r-7 I 11 11 ! I 1 1 L.. ...J: 00 : i ~~~~~~:!:!:1=:=I =:dl:==iy\t"~ '-' ~ CAL TRANS NOTE: NEWINSTALLATI0NS0FLJTIUTIESAND UTILITYFACIUTI£SREQUIREAMINIMUM DEPTH0FCO'JERllf36",AN0UTILf!Y SERVICEC<lNNECTIONSREQIJIREA UINIMUMDEfTHOFCO\IERJQ"WrTHIN STATE RIGHT Of WAY. Underground Service Alert C~l~ou~OL.tl~n~E 1-800 422-4133 NOTICE TO CONTRACTOR PIJRSlWll TO ASSEMBLY fflLL 301~ NO EXCAVATION PERMIT ISW>I..ID UNLESSnJECOmRACTORC0NTIICTSAN00BTAltlS ~INQUIRT'l.0.NUUBERFROM"IJNOER-~OUNDSER'VICE ~~T~1cito.;E~;;tm...e1w TWO WORKING PAYS 3 PIIO= 11• E PROPOSED MECHANICAL R~-- GRAPIIlC SCALE ·~~, ( IN FUT) IDWH• 10 FT, i 00 aJ N NOTE: * ~~lfCTit~ \f&'~ ~o'iWe~ P~R~ CHANGESTOlHISPLAN FIRE-WATER CONSTRUCTION NOTES NOTE: ALL rnnNGS 10 BE c-110 0---J,Bt,NDON EXISTING 6" ACP WATER MAIN, REUOV£ EXISTING FIRE H'IDRANT, FITTINGS, METER ANO VALVES RETURN TO CllY'S UTILITY YARD AT 949 WEST 16TH STREET. @---CONSlRUCTAWErBARffELFIREHYDRANTPERcrrtS'IO-Wl-L @3-1NSTAU.B"FIREIJNEClASS!IOOA'NHAC900PIPE(WATERUNE) BI.CKFILLANDBEDDlNGPERCITYSlD-106-1.. 0- ®--- ®--- 0- ®--- TAP INTO EXlSTING WATER WJN PER CllY COORDINATE SHUTDOWN WrrH THE WATER PRODUCTION OMSION INSTAU.B"DOUBL.ECHECKDETECTORt.lASTERSERIES 876V PER ST0-517-L INSTALi. 3" WATER SER'v'ICE PER CITY ST0-514-L 3-INCH MEIER SHAU. BE A NEPTUNE TRU-FLO COMPOUND MEIER WITH R900i ~.Ji~~~~~~ONZE STRAINERS. MUST PURCHASE FROM INSTALL PRESSURE REDUCING STAl\ON Pffi CITY STil-521-L INSTALL a· X a· REDUCER l.4J TO ATTACH PROPOSED a· TO EXlSTING 6" WATER UNE ALONG WITH TRUST BLOCK REDUCER PER ST0-51O-LB ©--lNST.-U.3"PRE:sSUREPRINCIPLEBACKFUlWDE.VICf PERCITYSID-!)2(1-L IISTAU.1"IRRIGA1IONll£TERPERCIIYSTD-- 1 ~ WATE~ MAIN LOCA110N CHANGED OUE CAl.llWISCURBAMlSI0EWM.KRELOCA110N, FlRE 8FD RELOCATED AND OOr.ESTIC llFO SlZE ASSISTANTCrlYENGINfER R.c.E.N0.46214 INSJ"All1"PRESSIJREPRINCIPLE!W:Kfl.OWOEVICEPERCIIY INSTALLPOSTINDICATORV/>J..Vf.PEROETAILHEREON INSTAUFlREDEPARIMENTCONNECTION PEROETAILHEREON INSTALL6"X6"TEEMJXFE INSTAl.l.8"X8"TEEMJXff @-INSTAU.B"X8"11.25'OUCTILE @)-:ST~~-:":Gl,IJ GATE VALVE& @---INSTALL 3" SEFMCE LINE 0993-2012 200-300 W. COAST HWY. WATER PLAN APP'0. OE'.SKlNfc. Q. DRAWNC. W.S. CITY OF NEWPORT BEACH XXXXX CHECKED OATE o.c.o. 43013 PUBUC WORKS DEPARTMENT SH£ET130f 16 GRADING NOTES 1. AU.WORKSIW!.CONF'ORMTOCIW'l'ER 150FTIIENEWPORT8fACH MUI\ICIPAL ~~rr~BMC),ll£PROJECTSOO.SREPOflTANOSPECIALR£QUIREMENISOFTHE 2. DUST Sli,IU BE COMROll.ED SY WATERING AND/OR DUST IW.UATIVE. 3. s»IITARYFACIUIIESSIW.l.BEIMM'AINEDONTI-lESITEDURIOOTHECONSTRUCTION PERIOD. 4. WORKHOU!lSf,RE.IJMl'IEDFROM7:00AMT06:30PUIIONDAYTHROUGHFRIDAY; 8:00 AM TO 6:00 PM SA.llJRM"l'S; ANO NO WORK ON SUNDAYS AND HOUllAYS PER SEC'JKlN10-280FT1iENBMC. 5. NOISE,EXC>.VA110N,DEIJVERYNIDR£MO'IALSKIJJ..BECONiROU..EDPERSECllON 10-260FTHENBt.lC. 6. THE SfAMPED SET OF N'PRO.rm PLANS SHALL BE ON THE JOB SITEAT AU. llMfS. 7. PERMITTEEANDCONTJ1ACTOllARERESPONSIBlEFORLOCA1JNG,1,NOPRarECTlNG """""' 8. N'PRO'JED SHORING, DAAINAGE PROVISIONS ANO l"ROTECTIVE MFASURES uusr BE USEDTOPROTECTADJOllffiGPROPERIESDURINGTilEGRADIIGOPER,t,,TION. 9. CESSPOOI.SANDSEPJJCTAN<SSfW.l.BEABANOONEOINCOMPUANCEIWTHTllE UNIFORMPLUWBINGCODEANDAPPROVEOB'l'THE8UIUllNGOFF!WL 10. 11,!JJL ROUTES l'OR IMPORT OR EXPORT Of MA'TtRW.S SfW.L BE APPRO\'ED BY THE CITY TRAFflC ENC'HE£R ANO PROCEDURES SfW..l. CONFORM WITlf CHAPTER 15 OF ntEHSMC. 11. POSITNE DAAtw.E SrW..L BE WJNTAINEO AWAY FROM ALL BUIL.DlNG At«! SLOPE """· 12. FAIWRElO REQUESTlNSPECTIONS ANO/ORHAVEREMOVAII..EEROSION COOROI. ~~ ON-SITE ,:;r TilE Af'PROPRl.4.11: TIMES SIWl. RESULT IN A 'Sl'OP WORK' 13. ALI. PLAStlC DIWHAAiEPIPES SHAU.CONSIST OF PVC OR ABS PLASTlCSCHEDULE 400RSOll350R/\DS3000WITHGLUEDJOINTS..' 14. NO PAINT, PIASTER, COIENT, SOIL, ldORTNl OR OTHER RESlOUE SIW.l. BE #l!.OWED TO ENTER SJREEl'S, CURBS, G\ITTEffS OR STORM DRAINS. ALL MA.TOO.I.. AND WASTE SHALL BE REMO'@ FROM THE SITE. EROSION CONTROL NOTES 1. 1EMPORAR'Y EROSION CONTROI..PI.NIS AAE REQUIRED FROld OUTOOER 15 ID W.Y "· 2. EROSIONCOITTROI.DE'ACESSHAU.BEAVAILAlll.EON--s!TEBETWEENOCTOBERl5 .'HO MAY 15. 5. TEMPORAAYDESILTIIG~NS,WHENREQU!RED,SI-W.I.BEINsrAU.EDAND WJNf,t,flEDFORTI-IEOURATIONOFlHEPROJECT. DOCUIIENTATION 1. AN AS-SULT GRADING PLAN SHAU.BE PREPARED BYT!iECMLENGINEER INCUIOINGORIG!tW.GROLtlOSURFACEEL.EVATIONS.1S811ADEDGROUNOSOOFACE Et.EYAllONS,LOTDRAIHAGEPATTERNSANDLll(:,;f]DNS,ANOEilNATKlNSOFAl.1. SURFACEOOSUBSURf"ACEDRAIWIGEFACII.ITlES.Hr/SHESI-W..l.f>ROVllEWRrrml APPROVAI.THATTHEWORKWASDONEINACCORDNICEWffilnlEFINALAPPRCMl> GRADIN_G Pl.AN ANO STATE THE NUMBER Ol"YAAOS OF Cl.IT AND/OR All. MOVED OURING-11£-0P:ER,\llON. J. AGE:DLOGICGRADINGREPORrPREPAREDBYTHEENGNEERINGGEOI.OGISf, :.,w~~:1-J~~:?jiEG~GJc~~~~W~NG~ON RECOt.lMENDATIONSJ~lEDINTHEAPPROI/IDGRAIJINGPLAN.1£/SHESfW..l. PRCWl!lE WRITTEN APPROVAl..1Sl011£ AIJECUACY OF THE S!TE FOR THE INIENllED USE/ISAFFECTroBYGE:OLOGJCFACIORS. UNAUTHORIZED CHANGES AND USES rAUT10N:THE8,GINEERPREPARINGTHESEPL.ANSWILLNOTBERESPONSIBLEFOR.OR l.W3l.EF'OR,UNAlm-JORIZEDO!ANGESORUStsOFTHEStPLANS.Al.LCf!ANCES10ThE PL/,NSMUSTBEINWRfTINGANDMUSfBEAPPRCMDBYTHEPREPAAEROFTI-iESE ,,,,.. APPROXIIIATE EARTHllORK QUANTITIES THE~QUANTITIESAREFORREFERBiCEANOFIEPURPOSESONLY.1HEGIWllNG CONTllACTORlSRESPONSIBI.EfORllEIEHIIININGHISOWNCl1AN1111ESRIR CONS!llUCllONNIOCONTRACTPURPOSES.THECONIRAClORSHALLNOTIFYlHE ENGINEERIFITBECOMESAPPARO.TlHEREwtll.81::ANEXCESSORSHORTAGEOF ""'TERIALSOmt.TAACCEPTABLESOWllONl'.:JJfBEREACHED. EASE1IENT NOTES THEFOUOWJNGITl:MSWEREFOIJN()INTlll.EREPORrN0.9701386---JBE°'TED FEBRUMlY17,2010BYlAIWERSllllE: · 0 rnY~WJiWe~~~ ~tl'.7:~W~~ES~~~~~ r:;,ANFA&IAOOFORAVIGATIONPURP-OSESTOTHECOON1YOFOl!ANGE.RECORDED • L.::'..J 3-17-1964 IN BK 6965 PG 721 0. R. r:7 AN EASEMENT FOR POLE UN£ PURPOSES TO SCE. RECORDED >S INST. NO. B582 t...:.JeK1811PG170.R. GRADING FILL & CUTS 1. GIIJ,(lElJSLOPE"SSHALLBEHOSTIJJ>tRlllAN2HORIZONTALT01YERnCAL 2. FlLLSLOPESstW.LBECOMPACTEDTONOL.ESSlllANBOPERCENTREIATIYE COMPACTIONOUTlOlHEFINISHEDSURFi\CE. 3 . .-11.l.FlUSSHAil.BECOMPACTEOlliROUGHOUTTOAMINIMUMOFIIOPERCENT RELATIVE COMPACTION >S OEJERMINED BY ASTM TEST MElliOO 1557, AND itd'PROVED BYTI£SOILSENGINttR.COMPACTIONTESTSSHALLBEPERFORMEOAPPROXIW.1ELY E'IERYTWO FEET IN VERTICAL HEIGHT ANO OF SUFFICIENT QUANTIT'fTO ATTEST TO THEIMiRAU.COlilPACTION EffORTAPPUEOTOlllEFlLLAAEAS. 4. AR(ASTilRtcEIVEFILLSHALLl'Ect..fMIEDOf.-UVEGEl"AllONANOOEBRIS, ~IFlEDANOAPPRO'v'EDBY™ESOILSEHGINEERPRIORTOPI..ACINGOfTl£FILL 5. FILLS SHW. BE KEYED OR BENCHED INTO COMPFIENT W.TERLIJ... 6,filEXISl1NGFlU.SSHALLB£i'i'PROIEOB'fTHESOILSENGINEEllORREYOVED BEFORE Nf'/ AOOIT10NAI... FlUS ARE ADDED. 7. 00 EXISTING IRRIGI.TION UNES ANO CISTERNS SHALL BE REMOVED OR CRUSHED IN PLACE ANO 81.CKfllliD ANO APPROVED BYlliE SOLS fNGl,IEER. 9.lJl~~G~TIONOFlliESUBDIWNSSIW.I.BESllllVE'l'EtllNTHEFIEI.DfOR 10. All TRENCH 81,Cl(flllS SHAU BE COMPACTED lliROUGiOUT TO A MINIMUM OF 90 PERC_ENTRn.ATIVECOMPACTION.ANOAPPROVEDBYTHESOILSENGINEDI.THE BUILDING DEPNITMENT MAY REQUIRE CORING OF CONCllEIE RAT WORK PlACEO 0\/ERUNlESIIDBACKFIUSTOF/ICfl.JT/ifETESTING. 11. THE STOCl<PIUNG OF EXC[SS MATERIAL SHALL BE AP?ROVED BY 11-£ BLIIIDING DEPARTMENT. 12.IANDSCN'INGOF.-11.l.51.0?ESANOP,t,DSSHALLBEINACCOR~CEWITTlct-W'lER 150FTHENBMC. 1.3. Al.LCUTSLOPESSI-Wl.BEINVESllGATEOOOlttDORJNGNlDAFTERGJIADINGBYAN ENGINEDIINGGeJt.OGISTTODEl"ERMINEIFAfffSTABIL.ITYPROBLEMEXISIS.SHOIJL.O EXCAVATION DlSWlSE N{'{ GEOLOGICAL HI\ZARDS OR P0TENTW... GEOLOGICAL HAZAROS,THEEOOINEERINGGEOLOGlsrSHAU.RECOMi,!ENOANOSUBMITNE'CESSAA"I' TRElllMMTOTHEBUILDINGOEPARlMENTFORAf'PROVAI.. 14.WHERESUPPOR!"ORBUlTRESSINGOFCUJANONlilUIW..Sl.OPESISOEIERMINED l06ENttESSAAYB'flH£ENGINE"ERINGGEOI..OGl5TANIJSOILSENGINEER.THE SOILS ENGtlEE!I WILLOBTNNN'PROVAI. OF DESIGN, LOCATION ANO CALCUIA110NS FROMlllEBUIWNGDEl'ARTMENTPRIORTOCONSIRUCTlON. 15. lHE ENGUERING GEOLOGIST ANO SOILS ENGINEER SHALL INSPECT .-.NO TESTTI-iE CONSTRIJCllONOFAU.El\llTllESSFlliSANOATTESTTOTHESTABIL.ITYOl'THE SLOPEM[IAOJACENTSfRUCTURESUPONCOMPLETION. 18.WHENCUTPADSAREBROUGHTTONEi\RGRADElliEENGINEERINGGEOLOOIST SHAU.DEIERMIN"EIFlHEBEOffOCKISEXIDISIVEl.YFRACT\fflEOORfAULTEDANO WlllREAOILYTRANSMITWAlER. IFCO~IDEREDNECESS/IR'l'B'fTl£ENGINEERING CEOLOGlsrAtllSOIL!lENGINEER,ACOMPACTEOFILLBIANKEl"WILLBEPI.ACED. 17.~~NEE!IINGGEOLOGISTSHAU.PERFORMPElfflJDICINSPECTIONSDURING UTILITY NOTE THEEXISTENOEANOAPPROXIMATELOCATIONOFUNDERGROUNOlITIIJTeOR STRUCTURES SHOWN ON THESE Pl.ANS WERE OErERWNED BY A SEARCH OF THE AV.-111.ABl.E PUBUC REC()R[)S. TO fflE l!EST OF OUR KNOWUDGE 11-IERE Mf£. NO EXISTING UNOfRCROUNO UTIUTIES OR ST!lUCWRES EXCEJ>T AS SHOWN ON lHIS w.F'. THE ~ 15 REQUIRED TO TAKE OUE PRECAUTIONARY MEi\SURES TO PROTECT lHEUTIUTIESORST!lUClURESSHOWNANDAtil'OIHERUTIUTIESORSUasrRUCTURES ATTI,ESfJE.ITSI-W..l.BETHECONTRACTOR'SRESPONSIBIUTYTONOTIFVTHEOWNERS OFTHEUTlUTIESORSTRUCTURESCONCERNEDBEFORESTARTINGWORK. CONSTRUCTION STAKING NOTICE THESE IMPR<11'EMENT PLANS HAVE BE£N PREPAAED WJTH THE INTENT TIW TtlE FIRM OF ANAOO.ENGIIEERINGCOMPANYWI..LllEPERFORMINGlHECONSTRUCTIONSTAKINGFOR DESCRIBEDBYOCS2002-FOUNDJ.75"0CSALUMINUM ~~B~l~~~-E0~3KUM~1'~EfriiN1~~F A SOUTHWESTCORNEROFTHEINTERSECTIONOFPACjFJCCQIST HIGHWAYANDNEWPOR!"BAYCROSSING,42FEETSOU"JH€RLYOF THECENTERUNEOFPACIFlCOO'iSTHIGHWAYAND:rlFEET E.A.51E_l!!.YOF"TMEIIIES"f8'1£!0'1ME',OllTMER!,l!;I_IA/101!/1!L A:ONG BRDGE. t.lONUi,SlT IS SET I..EIJEL WITH lllE SIOEWALJ(. El.£VATIDN: 19.259FEET(W.VOSB) son.s ENGINEER SW>OEN ENGll£ERflG 6762STANTONA.VE. !~~i~~: DECEM8ER19,2011 OllNER OR DEVELOPER VGM;PROPERllES ITT5S.N£WPORl"aout..EVARO COSTAUESA.C-'92627 Allll:MRGLENNVENOULT P!l:(949)645--9000 TOTAL DISTURBED AREA 33,0JOSQUAAEFEET NOTE SIJR\IEYOR Oil ENGINEER SHtll.l. PERMANENTLY MONUMENT PROPERN CORNERS OR OFFSETS BEFORE srAR11NC GRAOING. CAL TRANS NOTE: NEWINSTAllA~(F"UTllJTIESANDUTIUTYfACILIT\ES REQUIRE A t.llNIMUM DEPTH OFCCMR OF' 36", AND UTilJT'r" SEIMCECONNECTIONSREQUIREAMINIMUMDE?THOFCOVER JD" wm11N STAlE RIGliTOFWAY. LEGAL DESCRIPTION 1HEI.ANOREFERREDTOHEREINISSIIUATEDINTHECOUNIYOFORANGE,STA1EOF Ci\LIFORNIA,ANDISDESCRlBED1'SFOU.OW5: .-UTHATCERTAINREIII.PROPERIYSITUATElllNlHECOUNIYOFOIWIGE,STAlEOF CAUFORN~DESC!!IBEDISFOIJ..OWS: WIS 1 TllROIJGH 6 lt«:I.USM:OFIBACfNO. 1210, INlllECITYOFNEWPORfBEACtl, COU~ OF ORANGE, STATE OF CALIFORNIA, AS SHOWN ON A Mi\P RECORDED IN BOOK ~~~ 45 ANO 46 OF MECEUANEOUS IIAPS, RECM0S 01'" SAID COLMY, EXCEPJJHGTHEREFROM,THATPORTIONDESCRIBED>SFOllOWS: 8EGINNINGATTllEllflERSECTIONOFTHECENTERIJNEOFPACIFICCOASTHIGHWAY, 100.00FEETWIOE,SHOWH1'SCAUFORNIASTATEHIGHWAY-OIIA-61J.B.WIIHT1iE CENTERUNEOFDO'l!RORIVE,80.00FEETWflE.FORMERLY17tl1STREET,f>SSAID IITTERSECTIONISSKOWNONSAIOW,P;lHENCEAIDNGSAICICEMERUNEOf PACIFIC C0,\5T HIGHWAY. 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PftOPERTYUNE CO~REfE R/W -RIGHT OF WAY BLOCKWIJ..L WD :i:): -LIGHT STANtWID El.EC -ELECTRICAL. ~-TIW'FICSlGNAL WU -WAlERMEIER FH Flf!EHYDRANf TI> EG EOOEOFGUTTER NATURALGROUND " 1R TlWAC BR BIKEROUT£ "-A.O\!UNE ,s -o---¢- CURBfACE """"""" CONSTRUCTION NOTES FIN1SHEDCIWIE """"" CONStRUcrPAVEMENTPERSTRUCIU1W..RECOMMENOOIOMS CONSTRUCTCOHCREl"E.PAVERSPERARalrta:r'sPLAN CONSTRUCT OO~EIE SIDEWALK PER CAI.. 1RANS STANDARD SPECS SECTION 73--3 OR PER CITY ST0-180-L CONSTJIUCTORI\IEWAYPERCAL..1RANSsrAN!WlPl67-' TOPOFGRATE (000) EXISTINGGRAIJE """"'""- FS -FINISHEDSI.RFM:E WRO!JGHTIRONFENCE CROSSWAU<BUTTON l'INISHEDCONCRETE AC ASPHALT PAVEMENT TE lRA.SHENClOSURE MH MANflOLE Ge GRAl'.JEBRfAK lllTIGATION IIEASURE NOTES VICINITY 11AP ~ (NOTElHE NUMBERING SEQUENCE IS WEIINTTO MATCHlHE aJY COONCL RESOLIITION NO. 2011--86 DOCUMENT) 13.lHECONTRACTORSHAU.PROPERLYUAINTAINANOTUNEAl.1.CONSTRUCTIOIIIEQIJIPMOOflACCORDANCE WIT1i THE UANUFACTURE'S RECOMMENJATIONS TO MINIMIZE NO& EMISS10NS. 7.PRIDRTOUSEOFANYCONSTRUCTIOOE0IJl>MOIT,1HECONIRACTORSIW.l.ENSURETHATAU. EQUIPMENTISfTITEDWllllPROPERLYOPEAATINGMUFFI.ERS,AIRINTAl<ESIL.ENCERS,ANDENGINE SHROUDSNOL.ESSEFFECTIVETHANJSDRIGJNAU.YEtllllPPEOBYTilEMANUFAC!lJRER. CENTERI.JiE OF IXIVER ORll/'E 80.00 FEET WllE, FORMERLY 17Tl1 STREET, f>S SAID ttmRSECllONISSHOWNONSAllMAP;THENCEALONGSAIOCENIERUNEOFPACIFIC COASTHIGHWAYSOU1H68"12'17"WEST296.74FEET;THENCENORTH1"47'4J"WESf 50.00FEETTOTtlENORTHERLYLINEOFSAIDPACIFlCCOASTHIGHWAYANDTHETRUE PONT'OI' BEGINNING; THENCE NORTH 79°35'41" Ei\ST 260.18 FEET TO A POINT IN A CURVEINTIIEEASfERL.YUNEOfLOT10FS,,IJDTAACTN0.1210,WHlCHCW'IEIS CONCAVEEASfERLYHIIVINGARADIUSOF440.00FEET,ARAOIALUNE-'TSAIDPOINT OF'SAIOCUR\/EBEARSNORTH88'59'27"EIIST;THENC£NORTHERLYAI.ONGSAIOCIJR\IE 1HROUGHACENTRM.ANGLEOF1"28'12'ANARCDISTANCEOf11.29FEET;lHENCE SOIJTll83"47'JB"WEST306.49FEEfTOTHEWESTERLYUl£0flHEfASIIRLY30.00 FEETOFSAIOLOT6;lHENCEAI..ONGS,!,Jl)WESTEJlLYUNESOIJIH1'47'43"Ei\Sl"26..64 FEET TO SAIO NORTHERLY UNI:'. 01' SAID PAClFIC COASt HIGHW-'Y; TIJENCE ALONG SAID NORTtiERLYLINENORTH88'12'17"EIIS!"47.6+FEETTOTHETRUEPOINTOFBEGINNING. CONSTRUCT PUJG FORAEWl>ON DRIVEWAY PER CflY STANDARD STD--185-L 8. THE CONSTRUC"OON CONTRACTOR SHALL LOCATE STATIONARY NOJS£ SOUR<:ES (E.G., GENEAATORS, CONSTRUCT CURB N,l[l WTTER PER 00. "TRANS SfNiDARD MIA lYPE A2--8 OR CITY STD. 183-,L ::=~ =:LETo!. ~~ ~N~l.OAOING} ARf"JS AS FAR ffiOM :: =: CULVERT PER CITY SIi). 319--L lYPE "C" C"5E I I s-1· 9• L~~M~~N~Cllw ct~ ru.:-~~':if 11:w:f~"or~EOOIE AI..SOEXCEPTAI.LOIL.,OILRIGHlS,MINEIW..S,MtlERALRIGHTS,NAlURM.GI\SRIGHTS ANOOfHERKYDROCAREIONSBYWHATSOEVEANAMEKNOWNTllATMAYBEWlllllNOO C0161RUCTCUR8ANDGIJTTfl'fPERDE'r"1.SHE"ETB CONSl!M)'flRENCH DIWN PER DUAi.SHEET 6 55. lllECONSTRLCIION AND EQUt?MOOSfA.GtlGAREASHAI.J.BELOCATED INTHE l.fASfVISUAU.Y PROMINENT,1,REAONTtlESITEANOSIW.l.BEPROPERI.YMAINTAINEDAMO/ORSCREEJEDTOMIIIMIZE POIDITlAl.UNSIGHlLYCONDITIONS. 57.CONSTRUCTIDNEQUIPMMANDMAlERIAI.SSHAU.BEPRDPERI.YSTOl<EOONTHESITEWHENNOTIN use 69.THEAl'PUCANTSIWJ.COMPLYWITHSCAQMORULE'40JREQIJIREMEHl'SASfOU_OWS, IANOOfARIOOIFAfIDt MOVING EOOIP,WJNTAIN,REl'AIR,OEEPENANDOPER.\lE HOW£VER,TJ;ERIGHTTOORII..L.,t.lNE,EXPLORE ORTHEUPPER500FEETOFlHESUBSURFACEOFT1£lAND1£REm-lBOVEOCSCRIBED, ~~=R~s:i"EDEEDRECORIJEOJUNEZ.1969INBOOK8974,PACE2650F CONSIRUCT le"X 18' GRIITE tfLET PER DEfAILst£Er 6 CONSIRI.JCT18"X18'(lRA1Ellf..EfwmtOVfflL1ERPffi\'l)[IQ/,st1E£R.8,L:LDINGDCPAsTHaNr A. EXPOSED PllS (J.E., GRAVEL, SOIL, DIRT) WITH FlVE PERCmT OR REATER SILT CONTENT SIW..L BE WATERED 1WICE DAILY, ENCLOSED, COVERED, ORTRf,t.TED wrrn NON-TOXIC SOIL srABILIZERS ACCORDING ASSESSOR'S PARCEL NUMBER 049-2!!0-51,5J.55.71,7Z.73.049-280--56(Pal11DN)049-280-57(>STOA PORTIONOFLOTS) CONSTJIUCTINFlLTRATIONTRENCHPER INSTAl..l.4"PYC,SCHEDUl.£40 INSlAl..l.6"1'VC,SCHEDULE40 IMSTAL.l.S-l'VC,SCHEDULE40 IISTAU.e"CIP ZONING INFORIIATION "'"'"'- '"""" FRONT:O'SIDE:O'STREET:O'RfAR:5' BULI<:0.68:1Al'PROXIMATE ~:K~~2~~~: TOBEDElERMINEBYUSE THISIHFORMATIONW>SOBTAINEDFROM TJ;ECnYOFNEWPOR!"BEIICH.3.36CJ ~~~fC()= 949-64+-JJIJS FLOOD ZONE INFORIIATION ZONE:X OUISIDE500YEARFLOODP1Al>J PANO. NO. 06059C 0381J DATED: OECEMBER J, 200~ ©-©-/OJUSTlO- '"-""lE INSTALL 8" Cf' INSTAU.12"Ra' CONSIRUCTClll!IIWilPPEROO. 5"WCUTANDFEI.THERTOJOIN CONSTRUCT AC PA'o£MENTTO W.TCH ~ CONDITIONS 0.1' RIC "G" o.5'0fHIMTl'P£"A"UNflERI.AINWIIHo.5'0FCLASSIIAGGREGATESIMSE COMPACl"EDTOB5XRflATIVECOMPACTION INSTAU..lRUNCATEOOOMESPERARCHITECT'sl'AUI CONSIRUCTRAMPPERPLAN CUISTRUCT PIPE (4"X14" CIP) CONSTRtCT8"SDR35Pt/Cffllm~E.BICKFIU.,BEllDINGANOTRENCHRESUAFACING f'ERCIIYSll).-1~L-AANDSTD.-106-L CUTN-IOCI.PEXISINlSEWERLATERAL-'TPROPERIYUNE(ABN«lON) CUTANOCWEX!SrtlGf!l'SEWERUNE(,t&NDON) CONSIRUCTa.EN«llJTPERCIIYSJD.-408-l CONSIRLICT3"CfUNE son.s Rl!POR'l Rl!COMIIENDATIONS """-""" SITETHATHAVE.AlRAFFICVOL.UMEOF" OR150Tal'ALTRIPSFOR.-UVEHICU:S, GRANITE.ORSHAU.BEPAVED. HASBEENCARRIEDONTOADJACENT N.WATERORNDN-TOXICSOILSTM!IUZERSSHALLBEAf'PUED.ACCORDINGTOUANUFAC'lURES' SPECll'lCATIONS,/1,StlttDEDTO REDUC£0fF5IIETRANSPOR!"DFFUGrTM: oosrFROMAU.UNPAVED STAGINGAREASANOUI-FAVEDROAllSLRFACES. ONSTRUCTION NOTES CONTINUED @--INSTAU.6"FIRBJMECI.JSS l50AWWAC900PIP£{WXTERUNE) BACl<ilU.ANDBEDDINGPERCITYSTD.106-L NDFIElDSURVE.YINC:WJSPERFORMED TODEIERMINE1HISZONEANOAN EI.EVATIONCERTIFICAlEMAYBENEEDED TOVERIFYTillSll£11JlMl~TIONOR APPLYFORVARLINCEFROMlHE FmERALEMERG£NCYMAMAGEMENT "'""'· """"" THEEXISTINGFlLLSOllSARENOTUNIFORMLYwatCOMPACTEDAND/>11£.NOT -m"t REQUIRED FILL SHOULD BEDERNEDl'ROMTHE EXCAV-'TEO SA1£1YW..1URAL FIRE DEPARTlll!NT NOTE FIRECE>ARJMOOUTil.lTlES(UNOERGROONOFlREUNEN-EJH'!'DIWfTS) WILLBEASEP.W.TESUBt.lTTAl..,ALSO,ANTPERMIT"WILLBE REQUIRU>fflROUGHlHEf!UIL.OtlC:DEPARTMENTUPONPE;RMITIS,$0,ANCE Rl!CONSTRUCTION NOTE RECONSTRUCT10NOFWESTCOASTHIGHWAYAHDOOVERORNEAREPER CnYCOUNaLRESOU/OONN0.2011--86. NOTE lFANYOFTHEEXISllNGPUBUCIM~ENTSSURROI.INDINGlHESITE ISDAMAGED,NEWCONCREIES!OEWALKCURBANOGUTrnl, AL1£VjSTREErPAVEMENT,ANOOTHERPUBUCIMP!l:Cl>,£MENTSW1llBE REQUIREDBYTHECITYATTHETIMEOFPRII/AlECONSTRUCTION COMPI..E1ION.5"1DDEIERMIN.'.110NANDTHEElCIENO DFTHE REPAIR WORK SHAU. BE MACE AT THE DISCREJTON OF THE PUBLIC WORKS INSPECTOR. NOTICE TO CONTRACTOR PURSUANTT0"'5SO,IEII.YBlll30t900EXCAVA110NPERt.lIT ISVAJilu,an;sTiiEcotllRAl:rol'tCON'l"ACTS».IOE!fAINS AIIINOORl'I.O.NWBERfROM"UNOER-GROUNDSeR'IICE =-Jl~iiif1::~1l~ 1WO WORKING Cl'.1'S CONSIOO!EDSUITABt.EFORSUPPORTOFTHEPR<POSEOSIRWIUREORFLOOR SI..ABSONGRAOE.THEEXISTINGFllSOllSSHOULDBEEXCAVATEDANO REPIACEDASPROPERLYCDMPACTEDFILLNNREOUIREDFILLSHOULDBE UNIFORMLYWEI.LCOUf'ACTEDANDOBSERVEDANOTESiEDOURINGPI.ACEUENT. TiiEON-SITES011.SCANBEUSEDINANYREQUIREDFIU. DEPTHDFCOMPACTEDFRl.BENEIITHTHEFOOTINGWHEREPRACTICALFOR FLOOR SW! ON GRADE AND P-'VING SUPPORT, WE RECOMMDE lHATTHE UPPERIMRINEDEPOSIJSBEEXCAVATEOlOPROVlllEAMINIMUMOF2FEETDF PROPERLY COMPACTED FILL BENEATH THE ANl5t£D SUBGIWlt. EXCAVATION SHOULD BE OBS8MO BY PERSONNB. OF OUR FIRM SO THAT Afft NECESSAR'/MCOlFICATl()NSBISEDONVARIATIONSINTHESOII.CONDITIONSCAN BE MADE. Al.1.APPLICABLE SAFETY REQUl!iEMENTS ANO REGUWJONS, INCLUDING OSH.',.REGU!.ATIONS,SHOULDBEMEr. SOILSANOPl.ACEOINLOOSEUFTSNOTMORETHANBINCHESTIJlCKAl(I COMPACTED.WEON-Snt:Cl.AYANDSILTSOILSAAENOTCONSIOEREO SUITABLEfORUSEINTHECOMPACTEDFlllS.TliEFlLLSHOULDBECOMPAClED TOATLEASTlKIXOfTHEW.XIMUMDENatYOBTAINI.Bl.EBYTJ;E~ DESIGffATIOND1557MEJHODOFCOMPACTIDN.THEMOISII.RECONIENTOFTHE 0N--SIT[SOILSAT"Tt1ETIMEOFCOM?ACOONSHOOLDVAFNNOMORETHAN2!C. BELDWOR>el:Nf.OPTIMUMMOIST1JRECONTB,T. OFCOMPACTION.THEEXTERIORGRMlESSHOULDBESLOPEDTODRAINAWAY f'ROURJUNDATIONSTOPREVE.NTPONDINGOFWATER. SOMESET"IU'.MENTOF THEBI.CJ(FllLSHOULDBEEXP£CTID.ANONf/l.lT1l.lT1ESSUPPORTEDTHERElN SJ-IOULDBEDESKlNE□TOACCEPTlllFl'ERENTW.SETTl.E.MENT,PARTJCUlAA!.YAT THEPOINISOFEHTRYlOTHEBUILDING. >LSO,PftOVISIONSSHOl.l.OBEMADE FOR SOME SETTI..EMENT OF CONCRETE WAI.KS SUPPORTEO ON BACKFIIL "'1Elll!I...EJ THE ON-SllE SANDY SOILS. LESS ANY DEBRIS DR ORGANIC MATTER, CAN llE USED.INREQUIREIJALL.S.ONSJTESILTANDCI.AYSOILSSHOULDNDTBE UTIUZED.COBBI..ESLARGER1HAN41NCHESINDW.£1ERSHDIADNOTBEU5ED INTtlEFlll..Al«REQUIREDIMPORTMAlERIAI..SHOUWCONSISfOFREI.ATIIJEl.Y NON-EXPANSI\IESOIL5WIIHANEXPANSIONINDEXOFLESSTHAN35.TI£ :~~=r5:~M=~~g,-i~Ji1\f~ESsr=r:u:~ COMPACTED.Al.1.PROPOSEOIMPORTMATERIALSSHOULDBEAPl'IIOVEDBYOUR PERSONNB.PRIORTOBElNGPI.ACESATTHESfJE. * NO WORK WITillN TI£ CAL.TRAINS RIGHT---Of-WAY 51W..L COMMENCE PRIORTOISSUANCEOFACALTRANSOICROACHMENTPERMIT *NDWOAAWllHINTHEIOMCENTPROPERIYSIW.l.CONMENCEPRIORTO RECORDATIONOFlHE"OFTIROFDEDIC\TJON". SHEET INDEX 51£Ef1 -TIILE&NOlES SHEEf 2 -GRADING PLAN 5HEET3 -GRADINGPLAN SHE£T4--STORMORAINPI.AN SHEETS -STORM Of!AIN PIAN SHEET6 -DETM.PlAN SHEET 7 -EROSION CONTROL ?I.Ml SHEEr8 -SEWER& WA1ER Pl.AN SHEET9 -GEOPER REFEREllCE PLAN SHEEr 10 -OFFSIIE WA.ml PLAN1TILESHEET SHEET 11 -OFFSIIE WATER PLAN SHEEr 12 -OFfSITE WATER PLAN SHEET 13 -SIRIPIHG PLAN 0993-2012 ra::l if.l -u ra::l l:t: ii.. SHEET NO. 1 APN 049-202-18 RIDGEWAY TRUST 311 KINGS RO. NEWPORT BEACH, CA. 92663 I I I I /•' 'J ,,,;:t;·' Z: 049-202-17 MAURICE DEWALD 303KINGSRD. NEWPORT BEACH, CA. 92663 PHONE· 949-922-1196 SHORING Pl.AN MJDEWALD@GMAIL.CO , 11 RA1NAGE OOlU:, • APN:049-202-16 KINGS PLACE PROPERTY, LLC 3150 BRISTOL ST. #500 COSTA MESA. CA. 92626 SrTEADDRESS:1DOKINGSPL. NEWPORT BEACH, CA 92663 CAMERONMERAGE@YAHOO.COM ' 8 '' C ~ WEST g9AS-T~ HIG~l=y===,==,4=:c.,==5. === GRAPHIC SCALE CONSTRUCTION NOTES f£= ©-©-©-©--0--©-©-@-@-@- @---- NOTE CONSTRUCTPAVEMEITTPERSTRUc:n.JRALRECOMUENMTIONS CONSTRIJCfCONCREIEPAVERSPERAACHIJ£CT'SPLAN C<»lSTRUCfCONCRE.lE'.SltlEWAU<PERCALTR.&mSTANDAAOSPECSSECTION73-J CONSTRUCTDRIYEWAYPERCALTRANSSTANDARDNJ7A CONSTRUCTPLIJGF"ORABANOON~YPERCIT'(STAN!»,RDSIJ)-165-L CONSTRUCT CURB AND GUTTER PER rJ.L 1RANSSTAAJlAROf,B7ATYPEA2-B CONS!RIJCT PARKWAYCULVERrPER CTIY SID. 319-L TYPE "c" CASE I CONSTRUCT CURB PER DETAIL SftEEr 4 CONSTRUCTCUR8A1€1GUTTERPERD£TAILSHEEr4 CONSfflUCTVOOITEflf'ERDETMI.SHm4 CONSfRUCTCURBIW.IPPERrJ.LTIW,SSTANlli'.RDAB&.CASEA SAWCLJTANlFEATHERTOJOIN CONSTRUCTM;PAVEUENTTOUATCHOOTINGCONOITIONSO.l'RAC"G" D,5' OF" HMA 1YPE "A"UNDERI.AIN WITH 0.5' OF"CLASS II AGGRE~m'l BASE COMPACTEOT095SREI.ATh'ECOMPJCTION INSTALJ.lRUNCATEDDOUESPERARCHIIECl'SPAL.N CONSTRUCT RAMP PER PLAN CONSTRUCTPIPE(4"X14"CIF') PLANREVIE\ ©-PR01ECT ©-©--ADJUSTTOGRADE @-RELOCATE t+JZJ ~c~ PAVERS OWNER OR DEVELOPER WAS PROPERTIES 17758.NEWPORTBOULEVARD COSTAUESl.,CA92627 ATTN:MRGI.DINVENDULT PH:{949)64S-900D 1, IFANYOFTHEEXISllNGPUBI.JClt.!PRO\IEMENTS SIJRR0Ut40!NGTHESIJEISIWIAGEO,NEW CONCREl'ESIDEWAI.J(,CtJRBANDGl.ITTER, A!..LE.Y/STREETPAVEUENT.ANOOTHERPUBUC U.WfIDIIEMOllSWII.LB(REQUlREDBYTHEaJY 2. SEE STORM DRAIN Pl.AN SHEEr 4 & 5 FOR STORMDR.4JNCONSTllUCTION NOTE ANAPPROVEDEIK:RO,\CHUDITPERMIT ISRECUIREDFORAl.l.ACIM1lESWITHIN THEPUBUCRIGHT-OF-WAY. Underground Service Alert of Southern Colifomio Call: TOLL FREE 1-800 422-4133 NOTICE TO CONTRACTOR PLIRSWfflTOAS5EW!l.YBILl.3019NOEXCAVAllONPERMIT ISVAUOUNI.ESsTHE:CONlRACTOROONTACJSNIDODTAINS ANINQUJRr"l.0.NUIIBERl'ROM"UMOER-GRQ\.tfOSEFMCE: = -Jt{~1.•~~1m,..~1rlliF TWO WORl<lN<3 DAYS ~ I E z ~ ~ j " C.!l I 11.. E-<- C!l z~ ~ -E-< ~ z Ou:i ~ -11..< i::i u:iO ~ . u ~E-< C!l zu:i r:,::i ~~ u:l -:::.lo u r:,::i 0 (;'j ~ I 11.. 0 0 N SHEITNO. 2 9 \ 7t/" APN: 049-202-18 RIDGEWAY TRUST 3'11KINGSRD. NEWPORT BEACH, CA. 92663 -~_::-------': 1s1-------\-(s1---- • I I~ I '"iN.8717'00"E. _\ --1 I I I I I I-, Z:049-202-17 MAURICE DEWALD 303KINGSRD. NEWPORT BEACH, CA. 92663 PHONE: 949-922-1196 SHORING PLAN MJDEWALD@GMAlLCOM2 1; E o ~ APN.049-202-16 KINGS PLACE PROPERTY, LLC 3150BRISTOLST.#500 COSTA MESA, CA. 92626 SITE ADDRESS; 100 KINGS PL. ~=~M~~~~@~o9o~~~t 8 (s)~--- 364.35' GRAPIIlC SCALE ·~· (INJ'DT} 1 DICB .. 10 n. CONSTRUCTION NOTES CON!i!RUCTPAVEIENTPERSIRlJCIIJIW..RECOMIIENDAllDNS CON!ilRUCTCQNC:flETE PAYERS PER NICHl1'ECJ'$ Pl.AN CONSTRUCT CONCREfE SlOEWALK PER CAL TRANS STANDARO SPECS SECJION 73-3 OR PER CITY STl)-180-L CONSTRIICTORIIIEWAYPERCALTIIANSSTAHCIAAONffA CONSIRUCT PUKl FOR ABANDON Olll'IEWAYPER CIIYSTANOAAOS!D-161H. CONSTRLCTCURBANDGUTIERPERCI.LlRANS~M7AlYPEA2--8 CONSTRUCT PARKWAYCU!..mf PER CITY STD. 31H. 1'l'PE "C"WE I/ S-1' CONSIRUCl"CIJ:IBPERDETAILSHEETB CONSIRUCl'Cl.lll!NllGUTlERPERDErAILSl£ET& CONSIRUCTVGUTlERPERDEl"AI.SIID8 CONSIRUCT1S"X1B"GPATEINl.fJPERDETAl.SHEEr8 CONSllUJCTtlfLTRAllDNTIPCt!PfRDETHLSl£ETB CONSJROCTCURBRAMPPERCAI.TIWISSWIIWIDN!l!l,,CASEA SAWCUTANDFeAlllERTO,XllN COHSJRIJCTN;PAVEMENTiOWifctiEXfflHGCONDIJIONS0.1'RN;"G" 0,5'0FHMA1YPE"A•IMlERUJNWITH0.5'0FCI..ASSIIAOOREG,\1ESBASE ct'IIIPACTEDT095%RE1Ji11VECOMP.N::TIDN 1NsrAU.1RUHCAJmDCIIESPERMIQIIJECl'SPN..N CONSIRUCTIWIPPERl'l.>N CONSIRUCT PIPE(4"Xt4• CP) CONSTRUCT A MODIFED CURB OUTlET PER IIEl"AI. Sl£Er 6 ~ ~OONCREJEPA'i!RS □-•-. 1, IF m'f OfTHE EXISTING PUii.IC IMPROVEMEN'!S S\JRROLtlOING1HE SITE IS DAl,W,EO, NEW COHCREl'E SIOEWl'l.K,CURBANOGI.ITTER,Al.li.Y/SIREErPAVEUENT,ANDOTHERPUBI..K:IUPROVEMEN'ISWIU.8£ REQUIREOIJYTHECITYATll-lETIMEOfPRIVATECONSJRUCJlONCOMPL.EllON.SAIDOEIERMINI-.TIONNIOlHE OOEND OF lHE REPAIR WORK SHAU. BE MADE AT lHE DISCREllON OF THE PUBUC WORKS INSPECTOR. 2. SEE STORM OIWN PIAN SllEEt 4 & !I FOR STORM ORA.ti CONSTROCTION 3. SIGN,\Gf RELOCATIOt., ltlSTAl.l.AlJONOO STRIPING MODlfJCATIONSAREPER SEl'ARATE;PI.R.s. NOTE ANAf'POO\'EOENCROACHUENTPERMIT ISREQUIREDF'ORi\Ll.ACTMTlESWl™IN THE PUBLIC RIGfIT-Of-WAY. 011NER OR DEVELOPER ~~~BOUL£VMO COSTAMESA,CA92627 Al1N:URG!.ENN'IENOULT PH:(949)645-9000 Underground Service Alert of Southam California Coll: TOLL FREE 1-800 422-4133 iWO WORKING DAYS BEFORE YOU DIG NOTICE TO CONTRACTOR PURSURITTOASSO!BLYBIIL3019NODlc:w.>.llONl'ERMIT 1SVAUDUNL.E;sSlJIECONiRAClOJIC0NlM;(SAN0DBTAINS ANINQUIRYl,D.NUMBERFROM'\.IHDER-OOOUNOSEIMCE = £co~~;:,~:, TWO o993~20i2 N 0 _j 00 i ~~I~~~ ~~ >< " is z ~ ~ j C!) i 11, ~-E-< = c., 2S E-< Ir z or:n I -11, ~ A < r:nu ~ "i:i::; E-< c., ~r:n ~ z~ -Ii== r:n ';ao -u ;:;io ~ I:':) ~ I 11, 0 0 t\l ~ i 8 ~ SHEET NO. 2 13 ~~-(:)-:..;::::_-----(s) ~~-~-- -~-_.:--:..:::_-::__--(~:--------(c,1- Iii 8 ,s) -----c~·, ~--::- ".'._VS:£__~,'l_g'.=-l-'<l-=-= -_:__=-_:-__:;c;'--rs;----..::;; ----=-- --..--..:::--------- -Ii, WES~}OAST HIG~AY ,.., 364,35' JvLJvL PROP. CONCRETE ""' ! -(c--~-ccc=~ " _C~~~;,:,_:i_ i \. '~< -~--------::,,1----:----:: NOTE: * ~~CTI~~ =~G=P=...,W i CHANGESTOTHISPLAN * ::= =-~~~:81);1;m TO STARTOFCONSIROCll()N. O11NER OR DEVELOPER 00 \/BAS ?Ra'ERTIES 17758.NE'M'ORTBOOLEVo\Rtl COSTAMESA,Cl.92627 ATTN:MRGLENN'IENDULJ" Pli:{9-49)645-9000 C} N GRAP!IlC SCALE (llfl'UI') l INCH-10 rl', CONSTRUCTION NOTES ~ 0-©-©-©- 0---- ©-©-@-@-e- @-@-@- @- @---- @---- CONS'IRUCTPAVEMENTPERSTRl.lCTURAI.RECOMMENDAmNS CONSTRUCTCONCRETEPAVERSPERARCHITECTSPI.AN CONSTRUCf CONCREIE SIDEWH..K PER CAL TRANS STANDARD SPECS SE'.CTION 73--3 OR PER CITY Sl'D-180-1. CotlSlRUCT PLUG F'lltABANDOH DIWEWAYPER ClrYSfANIWIDSTD--156-L CONSIRUCf CURB AND GUl1ER PER CAL TRANS STN«lAAII NJ7A Tl'PE A2-8 CONSTRUCf l'l'.RKW,\Y CULVER!" PER CITY SID. 319-L l'tPE "C" CASE I/ S-1' SEE DErAIL StEEf-4 CONsrRUCTCURBPERDErAILSHEET6 CONSTRUCT CURB AND ct/lTER PER DEl'IJL SHEEI' 6 CONSfRUCTVGUTIERPERDUAI.Sf£Ef6 COMS'IRUCT 18" X 1a• GAATE INI.Er PER OEl'All. SHEET 8 OONS!ftUCTINF1Ll!WK)NlftENCHPERDErAILSHE£T6 CONSTRUCT CURB RAMP PER CAL lRAHS STNllMONWt CASE A s.+.WCU'TANDl'E,\'ffiERTOJOIN cotmRUCT~PAIIEIIENTTOIIATCJIElCITINGcotml!IONS0.1'RAC"C" 0.S'OFHIAA.Tl'PE"A"UtflERWNWl'lffO.S'0FCLASSnAGGREGATESBASE COMPACTEDTO~REI.ATl\'ECOlilPACl'ION INSTAU.lRUNCATE])OOMESPERNlCHITECT'SPALN CONSTRUCT IWilP PER PIJiN CONSIRUCTPFE{4"XH-"CIP) ©---©-""""' ©-AO,.IJS!'TOGRl'DE ©-RELOCATE I,>---"~~-~~~ CONCRETE ~DOOJJ< NOTE DETAIL A NO SCALE 1. IFAf«OFTl!EEXIST!NGPUBUC lt.lPROVEMENTSSURROUNOJNGTHE Silt IS !W,11,GED, t.EW CONCRETE SIDEWALX, CURB lltlD GlJTTEII, iU.l.E'(/SlllE:tr PAVEMENT, AND <rrnER PUBLIC IMPROVOIEN'fS WILL BE REQUIRED BY1HE CITY ATTHETIUE OF PRIVATE CONSIRUCllON COUPLETION. SAIODETERMIIOOlONNIDTHEEXl'END OFTMERE?AIRWORKSHALLBEW.OEAT THEDISCREllONOFTHEPUBUCWORKSINSPECTOR. 2. SEE STORM DRr\lN Pl.NI Sl£ET 4 & 5 FOR STORM DRAIN CONSiRUCTION 3. SIGtWJERELOCAll~.INSTAI..IATIONANDS'TRIPINGMODIRCATlONSAREPERSEP.W.TEPI.ANS. NOTE ,',Ni\PPROVEDENCROIC!it.lENTPERMIT ISREQUIREDFORAU.ACIMTIESWIIHIN THE PUBLIC RIGHf-OF-WAY. Underground Service Alert of Southern Colifomlo Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG NOTICE TO CONTRACTOR l'IJRSUH{TTO ASS™BLY all..L :301!1 ND~ PERMIT ISV.'U>UNLESSlliE~COlffACfSMIOOIITa\lN$ >HINQUIR"l'lD.NUMBE!IFROM"UNDER--CROOHDSEJ:MCE = J,1~~;:1~rllC~lWO ;;;_;12 ~ I z ~ ~ j c.., I p., ..:i-E-d:C:l c.!l ~E-< ~ z om I -11..25 i:::l < rn u IZ i:t: E-< c.!l ""'rn ""' Zr.,,. t:f.l ~Ii== -;Jo u ~ 0 t':l IZ I p., 0 0 t\l SHEET NO. 3 13 B Y~TN P JN~ i z -- ___ ---·~-i ,--, -t=Jq 16 l..--...l I-~ ' I 0 -~,s~ ®----------it ::»\1T lt ,, \1 r *="'='i"""'ir·;,' ,, SO tATERAL PER \1 ,, ,, ~: ,--7 \1 _---Ldil---l I \\ r ~~~_J --~<,~,~J\ --~\ Z,049-202-17 MAURICE DEWALD 303KINGSRD. NEWPORT BEACH, CA. 92663 PHONE: 949-922-1196 MJOEWALD@GMAIL.CO'-t? 1) J' =f ,, - I I /N<, ===~7===~: O II 1.57 • L.\-+-'~!!:!!!!!..!-!!!!,~-'t!'j;~,----::-:-:::. 19 APN· 049-202-16 KINGS PLACE PROPERTY, LLC 3150BRISTOLST.#SOO COSTA MESA, CA. 92626 SITE ADDRESS: 100 KINGS PL. ~~:~:M~~~~@~o9Jg~ ---\sJ--- 364.35' CONSTRUCTION NOTES CONSIRUCT PARKWAY CULVERT PER aT'1 SID. 319-L T'1'E "rt' CA.$E I/ S•1' SEEDErAI.HEREOH CONSiRl.lCTTRENCHDRNNPERDEl'AILSIEl"8 CONSIRUCT18°X18°GRA1EINLErPERD£rAILSHEEr6 OONSTRUCl"18"X1S-GRA1EINLEl"WITHOUTFILTERPERDETAI.SHEE1'8 CONSIRUCTN'll..1RATION1RENCHPERDETAILSHEET6 INSrAU..4"PVC,SCHEDUL.E40 INSl'ALLS"PVC,SC1£DULE40 INsrAU.ff'PVC,SCHEDULE40 """''""' INSr/d.l.S-CIP ®- @-@-@-e-®-®-®-®-@-@- @-- INSl"ALL.12"RCP GRAPHIC SCALE CONSTRIJCTAMOOIFlEOCURBOUTI..El'PERDEtAILSHEEr6 @---PROTECT ®-"""" ~ :::GRU (INl'D'l') ll!ICH• 10 ff. -----IFANYOFTHEEXISTING?UBLJCIMPROVEMENTSSURROLJNDINGTHESITEISDAMIIGBl,NEW CONCRE'iESIDEW"ll(,CUlffiMIDGllITT.l'l,AU.EY/SfREETPAVEMENT,ANOontERPUflUC IMPROVEMENTSWILLBEREOUIREDBYTHECIT'l'IJTHE11MEOFPRIVATECONSTRI./C110N cot.Ft.FJION. SAID DEIEfU,H~llON AND THE EXTEND OF THE REPAIR WORK SHAI..L BE WOE ATTHEOISCREOONOFTHEPUBUCWORKSINS!'ECl"OR. NOTE ~~.ENCRGICHMENT PERMIT IS REQUIRED FOR ...U. ACfMTIES WITHIN THE Pl.Ill.IC Underground Service Alert of Southern California Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG OWNER OR DEVELOPER VMS PROPERTlfS NOTICE TO CONTRACTOR 1775 a NEWPORT 80Ul.EVAAO COSTAMES,\,Cl\92627 ATTN:URGLrNNVENOUI.T PH:{949)645-9000 PURSllANTTOASSEMBLYBtl.L30l9110EXOl,.1/ATIONPEl!MrT ISVALIDUNl.£SS1HECONIR.'Cl'ORCONTICISNID08ri\lNS NIINaUIRl'l,D,IU.IBERfllOW"UNDER-GRoltlDSER'l!Cl1 =.J,1~~1~1WOWORIQNGDAYS FLOW LI POJNl'M NOTES, ,o• 1,. SEE STll•320-I.. FOR STEEL l..)ST. 2. SEEST0.-320-t.FOROETAILSANONCTT'ES. __, PLAN PR FILE 3. USE PARKWAY CULVERT•TYPE•c" WH!cN INLET VELOCIT!ES ARE LESS THAN 5f.p.s. 4 FLOOR OF Box TO BE IROYfELED SMOOTH. !!. Wf!EN THE TOE OF SLOPS. IS WIT!;IIN THE R/W,INLET TYPE I BEGINS AT TllE TOE RATHER THAN AT THE R/W UNI:'. 6. FOR OPEN DITCHAPPROACtl(TYPE Ill THE 2'EXTENSION !SNOT REQUIRED WHEN THE B6CK OF WALK IS z' OR MORE FROM THE R/W LINE. 1;-TOP OF lrtLET STRUCTURE (TYPE J 11. JI l TD BE FLUSH WITII ADJACENT SURFACE WHERE'. PRACTICABLE'.. e. A HEADED STEEL STl!O ~Bw~ 6• 3/8" WITH HEAD o~I" ATTACHED BY A FULL PENETRATION BUTT WELD MAY BE USED AS AN AlJ"ERNll.TE ANCHOil. '9. NORMAL CURB-FACE AT PD!lffN ANOQ",8+::i"AT POllff N ANDP. 10 .. THE 3"1,.EG OF ll'!fJ[RIOR ANCIIORS A/40 10" SHANK OF ALL ANCHORS SHALL BE PARALLEL 10 11\E TOP OF 51_01':WALK. ' 0993-2012 It 6PAN"S"AF<ID H~IGHT OF OPENING ANO CURI) FACE AT.-CULVERT SHALi.. ill:: NOTEO -ON PLANS. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PARKWAY CULVERT '~:-"."fy"pE Udl SHEITNO. 4 13 z 0 I u il:i 0 >'-< -.j< E-< la;:I la;:I ::r: lZl la;:I la;:I lZl 6 364.35' JvJ3vt .---· __ (G)•---~-3(~" _G.\S _11,(" __ y _ ~_::_ ----:~ ------ -----V-c ---- --"~-•-_ _e;;~~~:~-~---, ,--~-T " " ' ' NOTE NOTE: * ~~ ~~=iJ/~~R~ CHANGES TO THIS PLAN *~:O:~~I~~ OWNER OR DEVELOPER WAS PROPERTIES 1n5B.NEWPORl"BOIJLEVARD COSTAMESA,CA92627 ATTN: MR GLENN VENDULT PH:{949)645-9000 t [jJ aJ N GRAP!IlC SCALE ·~· ( IN l'Blft') I INCH-10 n, CONSTRUCTION NOTES @--CONS!RUCTVGUTTERPERDETAII..SHEEl"6 @--CONSlRUCTTRENCHDRAINPEROETAILSHEET6 @---CONSfRUCT 18" X 18" GIIAlE INIH PER DErAIL Sl£Er 8 @--CONSTRUCT 18" X 18" GR.'.TE INL£f 'M'IHDUT flLWI: PER DETAIL Sl£Er 8 ®-----CONSlRUCT INflLTRATION TRENCH PER Df;INL SHEEl' 6 @-----INSl"Al..l. 4° PYC, saElll.E 40 @)--INSl'Al..l.ft'PYC,sa!EDIII..E40 @--INSfALL 8" WC. S0£0W: 40 @-INSl"IJ..l.ff'CI' @)---INSl"JJ.1.ft'CI' @-INST,6JJ.12"RCP @------®-REIIM ©-ADJUSTlOGRAllf ®-I--:--~~-:":-~ CONCRm: SIDEW.ILK IF MY OF THE EXISTING PUBLIC IMPROVEMENTS SURROUNDING Tiff SITE IS DAMAGED, NEW CONCRETE SIDEWAU<, CUR& N4DGUTTER,>J..LEY/ST!IEETPAVEUENT,ANDOTHERPUBUCIMPROVEMEN'TSWILI..BEREQUJREDBYTHECl1YATTHE ~ ~ :~A:si:i~~ ~:~:0R~DI~TJOO AND THE EXTEND OF THE REPAIR WORK SHALL BE NOTE ANAPPROYEDENCROAaiUENTPERMITISREQUIREDFORAU.ACTMTIESWITlffi:THEPUBUCRIGIIT--OF-WAY. DETAIL A NO SCALE Underground Service Alert of SouU1em California Call: TOLL FREE 1-800 422-4133 TWO WORKING OAYS BEFORE YOU DIG NOTICE TO CONTRACTOR ~ TO ASSEMEII..Y BU ~DI~ f,IO EXC,!,V~llO~ PERlollT !SWLJDL.INl.lSSlHECONIRAC10RCONrAC1SANDOBl'AINS #I JNQUIR'f 1.0, NUMBER FROll "UN>ER-GROUNl>SERVICE M.ERI"(1~1.3.l)ATLEASTiWOWCRKIMl3DAYS PRIOR TO COMMENCING EXCAVATION. 0993-2012 g b ~i§~-~,~ >-" ~ ~ s ~ c., i 1a;:1- E-< ::r: P-, ~E-< Ii' z 000 I -ii. cl < oou il:i i:t: E-< ~ '""OO ~ Zr:,:;i il:i s:li!=: 0 <o E-< :::.lo lZl C'? I 0 0 N SHECTNO. 5 13 NOTE: PROVIDE EXPANSION JOINTS AT 60' O.C. MAX. W/ WEAKENED PlANE JOINTS AT 20' o.c. NOTE; PROVIDE EXPANSION JO\NTS AT 60' O.C. MAX. W/ WE'Al<ENED PLANE JOINTS AT 20' O.C. " 32 40 STA: 00+89.00 1"= B' HOR. 1•,,, 4' VERT. PROVI E DRAIN PAC FILTER LINER OR APPROVED EQUAL ~ REQUIRED 6"x6" -W1.4 X W1.4 W.W.M. @ 'V' Dl~;~~ETAIL PROVIDE GRAVEL TO COMPLY WllY CITY ON-SITE NON -STORM RUNOFF RETENTION REQ. @MODIFIED CURil OUTLET DETAIL NTS FLOGARD+PLUS® FILTER -INSTALLED INTO CATCH BASIN- f-litOrlosonshallhovsbolhon"1n11Jol"fil!,,m,gb)voao and"ultrmate"hlghflOl'IO)lp3S!lfeature. 3. Flltwsupportlramoohollb<>ooootruotedfrom&Ol1nloss6leol Tspo~(\4 Fllermod'"'"""•ll!>eF""81/R«i<minslallodand malntainO<!lnaororoaric,,wltnmanufacturerSJledftralloos !i::;:;::;::..Oo/.olma'"11'-"ll oolds,:,:,lleetion priot FllleredHowrlrmolncll!Oosasafatyfactcwoflwo AASMm M281!CL2 NON-WOVEN GE01EX11LE ALL AROUNDSTONE @TRENCH DRAIN DETAIL NO SCALE ®)INFILTRATION TRENCH DETAIL NTS DETAILS FL~~l~TER SPECIFIER CHART 4.7 2.6 72 ~•+PLUS CATCH BASIN FlLTERINSERT (FlatGratedlnlelStyle) + KriStar Enterprises, Inc. ~•+PLUS CATCH BASIN FILTER INSERT (FlatGra!edlnletStyle) ♦ KriStar Enterprises, Inc. 21 21 17 1J 40 20 10 10 20 JO 20 10 20 24 30 30 '' 40 STA: 01+89.00 1" .. B'HOR. 1"= 4' VERT. STA: 02+89.00 1"= B' HOR. 1~= 4' VERT. 40 50 " 70 SECTION A RAMP 1"= 10' HOR. 1'"= 10' VERT. 50 60 SECTION B SLOPE 1",,, 10' HOR, 1~= 10' VERT, 70 BO 9-0 100 110 90 100 @GRATE INLET DETAIL NO SCALE GRATE INLET @WITHOUT FILTER DETAIL NO SCALE 120 110 120 OWNER OR DEVELOPER 0993-2012 ""''''"'"'"" 1TT5B.NEWPORTBOULEVARD COSTAMESA,C\92627 ATTN:MRGl.ENNVENOOLT PH: (949) 13-45-9000 ~ I ~ I ~ ci ""l-~ E-< = z ~ E-< lie j 000 I p., p.,~ ...:i C/2 u -~E-< < ""l C/2 E-< z""l ~ Sal Ii== A <o ::.!o C':) I 0 0 C\l SHEET NO. 6 13 1C;7~~~~~ I--~ SAND BAG Dl."l'AIL Sl!CTION A """" CATCH BASIN PROTECTION """" PROVIDESANDBAGPROTECTIONFOR ALI.INI..EJSStJBJECTTOSl.TATION ~ =-'"'"'"""""' ~ W/ GRAVEL BAG STH!ll.lZERS 1. CONSJRUCTONI.E.VELGR0lltll'I/HEREPOS51BI.E. 2. INSPEcrMONJHLYANDN'TEREAOlflAINFAlL l. ~GR,\1/ELUA.lERIALWHENSURfACEWIDSAl!E 4.. REMO\IE A!..L SEDII.IOO DEPOSITED ON PAVED ROADWAYS W£JHIN24HOURS. S. PROVIOEAMPLETIJRNINGRl\lllll-SPARTOFEN'TRANCE. 6. REOOIRESPERIODIC"IOPDRESSINGWITHADDmONALsroNES. 7. SHOULDBEUSEOINCONJUNCTIONWITHSTREETSWEEPING ONADJACOITl'UBLICR/W. ~ 00 aJ N GRAPHIC SCALE U-U-U-J (llfl'BT) 1 DICH"' 20 n. OWNER OR DEVELOPER VBASPROPERTIES 1nsB.NEWPORTBOULEVARD OOSTA.t.lESA,CA.92627 ATTli:MRGLENl'lv£NDULT PH:(949)645-9000 Underground Service Alert of Southern Callfomio Call: TOLL FREE 1-800 422-4133 lWO WORKING DAYS BEFORE YOU DIG NOTICE TO CONlRACTOR :,.. ! z 5 " :§ ~ C, i 11, i;:.;i- E-< ::i:: ...:I ~E-< lie 0 I i::i:: 000 P..< E-< 0 z 00 C,) 0 p:; E-< u i::,;;i 00 z ~~ 0 ~g -00 0 C"J i::i:: I raa:i 0 0 N SHEETNO. 7 13 B ' s,,'"'lr : FLOOR FF=\4.00 \ 'W.!11~" b--a--.o,...,r;:r il,,.:JL ,,";;" ---::::~~~th 1~~;~~:~ ! ~~,, fc":~f f ¥{(~~~~~--~;~C:~~:~~§~~-:~~C,-,-~==~!~\==;f UTJIJTY NOTE THE EXISTENCE AND N'Pl'tOXIMA.TE LOCATION OF UNDERGROUND UTIUTIES OR STRUCTURES SHOWN ON THESE PLANS WERE OETEfU.llNEO BY A SEARCH OF THE AVAILABLE PUBLIC RECORDS. TO THE BEST Of OUR KNOWLEDGE THERE ARE NO EXISTING UNDERGROUND UTILITIES OR STRUCTURES EXCEPT Af3 SHOWN ON THIS MAP. THE CONTRACTOR IS REQUIRED TO TAKE CUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR SUBSTRUCTURES AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS Of THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. \_ It, WEST COAST HIGHWAY GRAPHIC SCALE u-U-w-i (Dtr'D'I') tllfCJI., 20 ff. £ [ID Cl N \ NOTE 1. IFAlf'/OF11-IEEXl:ITINGPUBLICIMPRCPt'EMElfl'SSURROUNDIHGllfESl1EISDAMi\GID, NEWCONCRETESIDEW.>J..l(,CURSANDGUTTER.ALL.EY/STRm'PA\.91ENT,ANDOTHER PllBUC:llill'RCNEMENTSWlliBEREQUIREDBYlHECIT'l'ATlHETIMEOFPRr-.tATE CONSTRUCTION COMPLETION. SAID DmRMINAmN ANO THE roaio OF THE REP,I.IR WORK SHALL BE W>DEATWE OISCffE:IION OFlHE PUBLIC WORKS lNSPECJOR. 2. SEE PLUMBING PLANS FOR SEWER & WATm CONSTRUCTION wnHN BUIL.D!NG AND PAAKIHGSTRUCTURE. NOTE ~~=-~~MENT PERI.IT IS REQU~ED FOR AJ..l. ACJMTIES WIIHIN lHE WATER CONSTRUCTION NOTES @-----CONSTRUCT J9 CW LINE FIRE WATER CONSTRUCTION NOTES @---1NSTALL6"FIREUNECIASS 150AYNIAC900PIPE t'WATER Ur£) 84a<FILL ANO BEOOING PER CRY STD-106-L SEWER CONSTRUCTION NOTES @-CONSlRUCT 6° SDR 35 PVC SEWER LINE. BACKFILL,BEODING,ANDTRENCHRESIJRFACING PER CITY STD-105-L-A AND ST0-106-l @-curANDCAPEXISTINGSEWERLATERALAT PROPERTY LINE (ABANooN) @----CUT AND CAP EXISTING e• SEWER LINE (ABANDON) ®--C01£1RUCT CLEANOIJT PER CITY SID. 4<15-l. '"""" """' OllNER OR DEVELOPER VEWiPRCPERTES 1TT5B.MEWPOliT80Ul.f.VARO COSTAMESA.CA92627 ATTN:1,1;iGL£NN\IENOOlT PH: {94ll) 645-9000 Underground Service Alert of Southern C<;1lifomia Call: TOLL FREE 1-800 422-4133 1WO WORKING DAYS BEFORE YOU DIG NOTICE TO CONTRACTOR PURS\JAATTOASSEMllLYBIU.5018NOEl«:AVA110N"81111T ISVAUDUNLLSSTHECOmlWJIOOOOm-ACTSolHDOEllJ.INS AN INQIJIRYl.ll. NUW!F;R FROM "UNDER---GROUND SERVICE ~ lh'co~~~1~1~ 1'M) 0993-2012 ~ I ~ ~ ~ 11 ,' 11, C!l ~ r.:.-i:t:; E-<= la:< 2S E-< t ~ om I 11, < ~ 0 mu i:,:: p:: E-< ~ r.:;i m la:< 2S~ <Zl ~g la:< E-< -,:,:, <Zl z I 0 0 0 N SHEITNO 8 13 ;Aft!ES R I /I ~l~=; z ,, ,!ii!': 0 d'2~: -I ~M: ~ ~.~ •• --i 15~ffls~ o ~ii: 0 ~~i : ~ l'lij ;rj !!~• i!; iii"' i -I di; ~ :a i; 11 t t"" I ~ ~ in/ 'c::) ~ I ~ I\ ie ~ 0 ~ o ~ (/)C @~ ====g1~5. m ~~-1ln·~ £ I Ji~3 (1)1Q ,., ~gr~~g a (.,,I .,,~ (1) ::i ~ (.,,I ~i,;+a. I -,, I I 1- "t I VAtlES ', "t I ~ I I I I I I I 1,', Ii I I I I' I I I I I I I \(o 1" ,, 1 1; I ," 8 ~ I I I I I I I I I !1 I ;e", -,• ,,. ,f~ _/! ' ,, 111 I I I I :, 1/ 1..JI11 la 1!..J \! I 11/ 19..:,1 _J-., I'.__.._ 11' II I ,I I II\ +1-• • f •• -•! Ii) 11 'I ~l!i 1: :, : r 1-" ~\;; 11 I " II ),I If :: P'/ I u)l t,~ I 'ec --~ ---------------------J,,-"I~~ --------7';\------- ---------"f--- 1 'I-,' -~\ " ~-,,_-1~-,-, J I_ I -'" ~'; 1 1 I ~ , ' '•1-~-lo• , l -, ,-1-- ,, [)_ ,/ '1c':i[--:; i ' ' : ,', 'i1 , I 11 _)1 ~ I c-- 1 Ir-- ---~r (,,. ~ 1·1::: -11 I f 1· ~KL -~' (i) ~ ~11 ~ i I Cl) ; ~ : ; i ~ • a • ~ £ I I " ~ a " p Z~B~ ; PLAN FOR REFERENCE PURPOSES ONLY i ~ SHEETTITLE GEOPIERS LOCATION PLAN DATE co !'l 9/28/12 SCALE ~ PROJECT MARINER'S POINTE 1~ = 10' DRAWN .... I 200-300 WEST COAST HIGHWAY V. F. L. C"' CHECKED A.E.C. NO. 10028-FINE-GP NEWPORT BEACH, CALIFORNIA D. C. Q. ANACAL ENGINEERING CO. CIVIL ENGINEERING & LAND SURVEYING 1900 EAST LA P-A,l:it+A AVEtl'\JE.•,;,,•3UITE 202 ,., ANAHEIM, CALIFO~Ni, '9~aoi,' :_: [. PHONE, 714-774-1763 FAX, 714-774-4690 E-MAIL ADDRESS;',,\'J'J1\\:~~41~A(!IL£NGINEERING,CDM :} .:: : : .:· .:-.:. REVISIONS NO, DESCRIPTION I,', 1,'' '\'1 ': 1/!, i' I \I! :'/ I/ ,,, I 11 : I;',\·,,': ~-a ~- ' ' i' I: I 11 I 1 1 1 I I r I JI I /,'I' I' I I II II II ! I: 'Qn I ' I V ,, I:: 1 '1 I I 11 i I :I II ,I I/ \',,\! I, 1' Ill,, 11 <l 111!' I ',I " '~ '~ ~ DATE I APP'D CITY OF COSTA MESA VICINITY MAP LEGEND 4 -FIREH'tDRANT /,1/ EOOEPAIIEMENT WATERVALVE MITER,PULL8ID: ... CONCRETE BlDCK WALL ¢ -UGHTSTAIEARD ~-WFACSIGWAL WOODFENC£ R/W ... PB PROPERIYIJNE RIGHT OF WAY PULLBOX ""'"----'lfflOI.IGHT IRON FENCE pp - ... , ., FH GASVALVE """"'""' FG -ANISHEDGRADE co "'"""" " CURBFACE Sf SQUAREFEFJ fO FOUND EDGEOl'GIJTTER NATUIW.GROUND BOTTOMOFSTEP ro, "' "" " '" "' TOPOFSLOPE ""'" f"l,IISHffiCDNCREIE .-sPHALTPA\'EMENT TRASHENCUISURE SEWERCL.£1.tlOUT TOPOFCURB '""""' GRADEBROO< "' TG TOE BOTTOMOFSLOPE (000) -EXIS'llNGGRADE FS -flNISffEDSURFACE -DIRECTIOIW. CONSTRUCTION STAKING NOTE THESEIMPROIIEMENTPLANSHAVEBEENPREPAREDWITHTHEINIENTlHI\T THE FIRM OF IIN>CAL ENGINEERING OOUPANY WILL BE PERFORMING THE COHSIRUCTIOtiSTAKINGFORTliEOOMPLEIEPRO.ECT.IF",HOWEVER ANOTHER EHGINE£Rl'IG ANO/OR SURVEYING ARM SHOULD 8E EMPLOYEO CONSIRUCTION STAK~G,. '""''""' WH:R J:3iR~ BEEN ~=~iANAC'.ALEK:INEERINGCOldPANY lWO WORKING DAYS BEFORE YOU DIG NOTICE TO CONTRACTOR l'URS\INITTOASSalEII.YBUJ019NOEXC/IWATION PERMIT ISVAUDUtll.6SlltECONTRAl:l'OROONTACl"SANDOBT,ms l'l!INQ\!litl'I.D.HUUBERFROM"UNDER-GROOOOSER'IICE =Ji1~2g~1~hc~1WOWORKINODA'IE OWNER OR DEVELOPER ~~~~801.liVAAD COSTAMESA.CA92627 SOILS ENGINEER """" 5628E"ASTSI.AUSON LOSANGELES,CA90D40 J2J-BB9---5300 JO!lN0.4953-10--0881 JULY14,2010 fillm.JN!lliX """-"' =-TI1lE5"EEl WATER PIJIH WATER PLAN PUBLIC WORKS DEPARTMENT MARINERS POINTE WATER MAIN INSTALLATION FROM DOVER DRIVE AT WEST COAST HIGHWAY INTERSECTION TO 364' OF DOVER DRIVE ALONG NORTH SIDE WEST COAST HIGHWAY APPROVED: DATE: DIRECTOR OF PUBLIC WORKS R.C.E. NO. 36106 APPROVED: DATE: DEPUTY PUBLIC WORKS DIRECTOR/CITY ENGINEER R.C.E. NO. 24967 ]~lJ { l£~ EMERGENCY TELEPHONE NUMBERS ~ TELEPHONE SOOIHERN CAU'ORNL'i 00 OOUPtlM' SOllll-ERN CM.FORNIA EDISON ca.lPANY PACFICTELEPHONECOMPANY ~~ :rot1s=~ OEl'I'.) MJEI..PHL'.CABLE lJNDERGROUNDSEIMCEAl!RT 1-800-&24-8153 1--800-611-1911 '" 9-49-6-44-3011 714-962-2-411 949-5-42-6222 1-800-422-4133 CUFF DR LOCATION MAP NOTE: THEFlREFL.O'lr"Rf.QIJIREMENTFORlHENEW ~~u~s~:Ec:l''~TH~R~~-E 2FlREH'tDRANTSWIL1BEC~STRUCTEDIN FRCNTOFTt-EDE.\/El.OPMENTANOlHE ~OIT~r~~~ IS LOCATED ACROSS CAL TRANS NOTE: NEW!NSTIJJ.ATKINSOFUTILITIESAND UTILITVFACl.lTTESRECUIREAMINIMUM DEPIHOF"COVEROFJ6",~IITIU1Y SEIMCECONNECOONSREQUIREA M1NIMUMDEPTHOFCOWl30"WITHIN STATE RIGHTOF WAY. BENCIIIIARK OESCRIBEDBYOCS21Xl2-FOUNDJ.75"0CSAL.UMINUU BEHCHMARKOISKSfAMPEO"JK-2411-82•,sETINTOPOFA ~~D;:E~f.;l~~~~W"JEi~FllJI~ HIGHWAYANDNEWPORT8AYCROSSING,42f"E£TSOIJIHERLYOF 1HE CENTERUNE OF PACIFIC~ HIGHWAY 00 37 Fm EASrERI.YOi'THEWESTENDOF"THESOUiliERNGIJARDRAIL A;ONGBRIOOE.t.«lNUMENTISSEl'LEl!nWITHTHESIDEWAI.K. ELEVATION: 19.259f"EEr(NAVOBB) GENERAL NOTES 1. ALL WORK DETAILED Ot. THESE PWIS TO BE PERFORMED UNDER CONlAACT SIW..L., EXCEPT Af, OfHERWISE STATED IN THE CIIY'SSTANDARDSPECIALPR<MSIONS,ORINTHISC<lHTIW:T'SSPECIALPRCMSIONS,BECONSTRUCTEOINACCORCWICEWITH T11E"ST~DAROSPECFlCATIONSFORPU8UCWORKSCONSJRUC1KJl:2009EDJTIONANDSUPPI..EMENTSTODATE. 2• ~~~~Gumirio=~~ = mvori~J~tV~PR~~°iEGli:INgo~CTl~r8M~~~ FOR 3. STATIONINGREFERSTOPIPESTATIONSUNLESSOTHERWISEINDICATED. 4. TliEWALI.S AND FACE OF ALL EXCAVATIONS GREA.TER THAN FIVE (5) FEET IN llEPfH SHAU. BE EFFECTMLYOOAROED BYA SHORll'fGSYSTEM,SlOPINGOFTliEGROUNOOROJHEREQUIVAILNTMEAtlS. TRENCIESOREXCAVATIONSLE"SSllWIFIVE(!i) FEETINOEPTIISIW.l.ALSOBEGUAADEDWHENEXAMIK-\TIONINOICAlESIB'ITHAZARDOUSGROUNOMOVEUENTUAYIE """""'· 5. lHEOONlliAClOR(S)SKM.LOl>l"AINAPERMITTOl'ERFORNIEXCAVATIONORTRENCHWORK,SOESCRIBEDINNOTE-4ABOVE FROMCIJ..-OSHA. s. ~u~tTER30PlIT SKAI..L BE BEDDED Pra cnY or NEWPORT BEACH sm-1os-1., AND ALL !W4D usED FOR BEDDING SHALL BE 7. ALL WATER MAIN FllTINGS SHALL BE MECHANH'J,l JOINT DUCTILE !RON (CL 52 UI~) UNLESS OTl-iERWISE SPECfEO. ALL WATER MAIN FTTTINGSSHALL~VEAN 8 mm LOOSEPOLYEJ'tffi.ENEENCASEMENTPER SECTION 207-9.2.6 OF THE STANDARD SPEClflCATION. POLYETIM..ENE SH/\1..L SE TIGHTLY WRAPPED AND TAPED TO PIPE WITH 10 mm WM. TAPE. 8. TllRUST BLOC!($ SH/\1..L BE INSTAU.£D ON ALL WAlER UAIN FITTINGS IN ACCOROHICE WITH THE CnY Of NEWPORT BEACt1 SJ'D-510-1. 10. lHE CONTRACTOR SIWl.NOTIFY lHE FlRE DEPARTMENT 48 HOURS IN NNNlr:E.Of" A SHUTTING Of"F OF Allf ARE H'tDRANTS AT(71-4)644-J106. 11. THECONTRActORSHAI..LNot1FYWEflRE0£PARTl,I0048HOURS INNNANCEOFALLLANECl.OSU!!ES. 12. ALL FL.ANGE JOltfTS SHIU BE JOINED Ul!UZING 1YPE 316 STAINLESS Sl£EL NUTS, WASHERS AND HEX-HEAD BOLlS. G'SKElS SIW..LBEF\JLLFACED,CLOIHREINFORCEOBUNA-NRUllBER. IJ. FLEX At.I) TRANSITION COUPLINGS USED TO JOIN PIPE IN WATEl'I WJN CONSTRUCTION SHALL HAVE ALL THREADED PARIS ANO JOININGHAROWAREFA8RIC'ATEDFROM1YPEJ16STAINL.ESSSIEEL. l-4.PIPEHARNESSASSEMBlJES,VALVEANORTTTNGRESTRAINlSANDSHACKLE-CI.AMPASSEM8LJESSfW..L8EJOINEDUTIUZING 1YPE 316 STAINLESS srm ALL-WREADED ROD, NIJ1S, 80L1S AND WASHERS. CLAMPS, SHACKLES AND OTl-iER I-WIDWAAE WAYBECARSONSTEELSORDUCTILEIRONWHEREAPPROPRIA"lE,8UTUUSTBECOATEDLJBEIW.l..YWITHCORROSION PROTECTIVEMASTlCCOMPOt.mO. 15.BOI.TEDCONNECTORSFABRICATEDFROM1YPEJ16STAIML.ESSSTEELSHAIJ.W.VEALLTHRE'.AD£0PAATSCOATEDLJ8ERAL.i.Y WITHANAPPROVEOANTI-SIEZECOUPOUND. 16.ALLBOLTEDANDTHREADEDFo\STENERSSH/\LLl!EMANUF"ACTUREOINTliEUNITEDSTAlESOF"AMffilCAANOSHAU..CONFORM TOTHEMINIUUM REQUIREMENfSFORSTRENmH,UAIBMLCONSlRUCTIONANDlllUENSIONAf>ESTA13USHEDBYTHEA.STMAND ANSISPEClflCATIONS. ALLF"ASIDIERSSIW.1.BEACCOMPANIEDBYWRfTTENCERllflCATIONFROMTHEMANUF"ACTIJRER. 17.THECONIAACTORSHA!..LREQlJBTINSPECTIDNFROMlHEPUEIJCWORKSDEl'ARiWENT48HOIJRSINADVANCEOF"PERFORMING Alf( WORK AT 644-3311 FOR PUBUC WORKS, AND 6-44--3011 FOR IJTIUTIES. THE: PU8UC WORKS DEPARIMENJ INSPECTOR SfW..LALSOBENOTIFlffiAFTER!'LACa.lENTOFfORl,ISANDPRIORTOPIACEMENTOFIIN"fCONCREIEFORCURBANDGtJTTER SOTHATTliEFORMSCANBECHECKEOFORUNEANDGRADE#llCOMPATIBILITV'MTHEXISTINGOONSTRUCTION. 18. WAID! LINE DISTANCES SHOWN CN TliE Pl.AN AND IN THE ESTIW.TED OlWf1111ES ARE HORIZOt/TAI. DISTANCES. 19.ALLMEGHANICALJOINTSSHAI..Lf!EINSTALLED'MTHRErAINERGLANDS. :ZO.CONlRACTORSHALL\/ERFY"OEPTHANDLOCAllONOFALLWATERCONNECTIONPONISPRIORTOOOUt.ENl:£MlJITOF CONSTRUcnoN. 21, IBE CONTRACTOR SIW.l. INSTALL ON NEW P,'C WAlER 1,WN A 10 GAUGE INsutA1ED TRACING WIRE PER THE JNSffi!l~ FO~ •• UTIUTIESREPRESEITTATIYE,LORENLCl.'E(949)718~J410. • •••. • •. UTILITY NOTE .. THEEXISIENCEANOAPPROXIW.TELOCATIONOFUNOEROROONDLITIUTIESORSIRUCTURfSSHOWN~lllESEPlNISWEllE:• •• DE!ERMINE01"ASEARCHOF"IBEAVAIIABLEPUBl.JCRECORDS.T01HEBESTOF"OURKNOWLEOC£lHEREARENOEXISl1NG UNDERCROUNDUTll..lTIESORSIRUCTI.JRESEXCEf'T/>SSJ-IOWNDNTNISt.lAP. :••••• THECONIR,ICl"(lRISREQUREDTOTAKEOUEPRECAUTIONAAYMEASURESTOPROTECTTHEIJTIIJTIESORSTRUClllRES~"AND ::: IIN"fOlHERUTIUTIESORSUBSTRUCl\JRESATTliESITE.rTSHAI.J...8ETHEOONTRACTOR'SRESPONSIBILnYTONOTIFYTHEOWNERSOF THE UTILITIES OR STRUCTtJRES CONCElNED BEFORE STARmfG WORK. UNAUTHORIZED CHANGES AND USES CAIJIION: THE ENGINEER PREPARING IBESE PWIS WU. NOT BE RESPONSIBt.E FOR, OR l.Wll.E FOR, UWd/11-jORIZm CHANGES OR USESOFTHESEPI.ANS.AI.LCIWlG£STOTHEP1.ANSldUSTBEINWRIT!IGANOKJSTBEAPPROVEDBYTllEPREPAAERDF lHESEPLANS. ©-©-©-0-©-©-@--- @---@- INSTALL a• OOUl!LE CHECK DEttCTOR MASTER SERIES 67WPERSTD-617-L INSTAl.l.2"WAJERSDMCEPERCITYSTD-5CJ-L INSTAU.PRESSURERffiUCINGSTA110NPERCl1YSTn--521-L INSTAU. B" X 8" REDUCER TO A.TrACH PROPOSED 8" TO EXISTlNG 6" WAT£R UNE AUlNG wml TRUST BLOCK REDUCER PER ST0-510-lB INSTAU.2"PRESSUREPRINCPLEBACKflOWDEVICEPERCl1YSID-520--L--A. INSTALL I" IRRIGATION MEIER PER CllY STD-502-L mrAI.L 1• PRESSURE PRINCIPLE IW:KFLOW DEW:E PER CITY SJD-520-L-A IISTAl.1. POST INDICATOR VALVE PfR OErA1L HERtlJN 0933-2012 200-300 W. COAST HWY. WD. DESIG~C.C. DRAWNC.W.S. O£O<ED DA1E o.c.o. 92812 WATER PLAN TITLE SHEET CITY OF NEWPORT BEACH XXXXXX PUB!JC llORKS DEPARTMENT ""'10" 13 CAL TRANS NOTE: NEWINSl"IJJ..AllONSOFllnUTIESAND UTII..IIY FACIUTIES REQUIRE A MINIMUM DEPIHOFCOVER0FJ6",AN0U1l..lTY SEIMCECONNECTlONSREQUIREA ~~l~~y~CJl.oER3D"wrnltl 1(1505, I~ Underground Service Alert c~,~~Ol.~1~R~E 1-800 422-4133 NOTICE TO CONTRACTOR Pl/RSUANT 10 ASsEMl3LY 811.l. 3019 NO EXCAYATUI PERMIT -ISVALJDUNLESSlHECO!fTIIAClORCONTACJSANDOBTAltlS HI IWJUIR'I' 1,D. NU~l!Elt FROM "UNOl:R-GIIOIJNO SER!j!CJ;: =r-Jtco~t~llO~lWO WORKING DAYS r--7 " L--.J r--, " L __ J I' I I I I I I I I I I I I I " I COAST HIGHWAY --" ------- GRAPlllC SCALE ~-i ( IN:nn) 1 INCH-10 Fr. NOTE: * ~f =~~~p~~~ CHANGESTOTHISPLAN FIRE-WATER CONSTRUCTION NOTES NOIE: ALL RTTINGS TO BE C-110 CD-P:f~~~N,.~~~o~\IESREM~~Wi1NG @-- ®-®- ©-©-©- 0-----®- ®-®-@-- @---- crtV'S UTILl1YYARDAT949WE'ST 16TH St'REET. INSTAil. 8" FlREI..IIEClASS 900 A'JttiA C900 Pff: (WATER LINE) 8ACl(fllL 00 BEOOIIG PER Cl1Y ST0-106-L TAPINTOElCISTlNGWATERMMIPERCITYS'ID-507-L INSTALL8"00UEILECHECKDEJECTORMASJERSERIES 87fN PER STD-517-L INSTM.l.2"WATER SERVICE PER CITY SID--503-L INSTAil. PRESSURE REOOCNG SOOION PER CITY STD-511-L INSTAll. g• X e• REDUCER TO ATTACH PROPOSED e• TO EXISTING 6° WATER LINE ALONG WITH lRUST BLOCK REDUCER PER STD-510-t.e INSTAIL 2" PR£SSURE PIINCl'lI ~ DE.VICE PER CIJY 511)..520-L-A INSTAU.l"l~'lKINMETERPERCITYSlD-502-L INSl"AI.L 1° PRESSURE Pl,9,ICl'I..E EW:KFLOW DEIIICE PER a1Y STD-520-l.-A INsm.LPOsrtlDICAlORVALVEPERDEIM.HEREON ®-@--@-- @-- @-- INSTALL FIRE DEPARTMENT CONNECTION PER DETAIL HEREON INSrAIL8"X6"1EE INSl"M.l.8"X8"1EE INSTAU.TRIJSTBl.OCKSPERST0--610-L-A INSJALl.8°ll8"4S'lillXMJB. INSJAU.8"t.lJXWGATEVALVE /ADJUSTABL.ElNDICi\TOll POSTI\ITiiTAMPERSWITCH » PRESSURE REDUCING STATION POST INDICATOR VAULVE DETAIL DETAIL "A" DETAIL AT FIRE DEPT. CONN. S"UNLESSNOTED 0993-2012 200-300 W. COAST HWY. ~.wrrN0~462~NEER WATER PLAN ""' DESCRIPllON Af'p'O. llESK.Nf. C. Q. DAAWN C. w. s. CITY OF NDPORT BEA.CH xxxxx '-~~---,-.,-,.-.. ---~-+=-.,,,-c.=eg_~,~ .• ~"""-,~,.~,,=-<PUBUC WORKS DEPARTMENT SHEET 11CF 13 r 7 I I I --._-J I I I ... " I ""I Es ' I ""'' I l>'I = I""~ ,~ 7 "' I l>'I ~ J l>'I ,, "' CAL TRANS NOTE: NEWINSTM.1.ATIONS OF LITII.ITlESAND LITlllTfFACILITIESREQUIREAMINIMUM DEPTHOfCO\IEROFJ6",ANOlITlLJTY SDMCE CONNECTIONS REQUIRE A UINMUM DEFfH or COVER 30" WITHIN STATERIGlfrOFWAY. Underground Service Alert of Southern C<11ifomia Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG NOTICE TO CONTRACTOR •~'lllASSEMBLYBU.J019NOEXCIIVA'IIONPERMIT lSVJ\UDUNl.l;S5llilaCQlliRACTORCUrw,(;!SANDa,TAtlS ANINQURYI.D.NUUBERF!IOM"UNDER---ORQU~SEIMCE • =.J,t-:~;;:-1~rll~lWOWORKINGCl.'.YS r1-1 r ' I ------L _JL \ I r-, I r- I I I L J L , r I I t------t , I J G&\PIDC SCALE ,~ r (Ilfl'DT) 1 J111CH -10 rr. Y"' Y"' ,-7 L-.J Y"' ! 00 II] N ~x ::; ----(G)----- PROf>OSEO BUILDING FIRE-WATER CONSTRUCTION NOTES N01E: All FITTlNGS TO BE C-110 ©-:=~=.n:wn~~Jtii~rv'ii.~~ @--CllY"S UTILITY YARD AT 949 WEST 16TH STREET. @-CONSJRUCT A WEr BAAREl. flRE HYDRANT PER CITY Sltl-liOIH, @--INSrAIJ. 8" FlREIJNE CUSS 900 AYIIIA C900 PIPE (WATER UNE) 8'001U.N«>BEDDINGPERCITYSTD-100-L ©-©-©--0-©- TH'llflOEXISIINGWAm!t.lAINPERCIIYSTD-507-L INSTAU.8"DOI.IEILECl£CKDEIECTOR~SER1ES 876'1 PER STD-517-L INSTAU. 2" WATER SEJMCE PER a1Y S1l>-503-L INSTAU. PRESSURE REDUCING Sl"AlKlN PER CITY STD-521-L INSTAU. B" X B" REDUCER TO ATTACH PROPOSED 8" TO EXISTING 6" WAlER I..INE ALONG WITH TRUST BI..OCK REDUCER PER SfD-510-lB @--INSTAU. 2" PRESSURE PRINCIPLE IIA0<FlOW DEVICE PER CITY 51D-520--L-A @--INSTAU. 1" IRRIGA.llON MEIER PER CITY SfD--502-L @-lffSTAU. 1" PRESSURE PRINCIPLE IW;!(fLOW DEVICE PER CITY Sltl--5:lO--L-A @---INSfAI..LPOSTINDICAlOR'l,l,LVEPERDErAI.HEREOM e-@-@-@-@- \ CH FITTING '"i~i J. i ~ -:~ ' ' INSTAil. FIRE DEFWUMENT CONNECTlON PERDETAILHEREON INSJALL8"Xft'lEE INSTAU.8"X8"TEE INSTAU.TRUSl'BI..OCl<:SPE'RSTD-510-L-A INSTAU.8"X8"45'MJXMJEL !NSTAU.8"t.lJXMJGAlEVAl.'t'E 0993-2012 200-300 W. COAST HWY. IISSISTmJ CITY ENllll£ER R.C.E.N0.46.21'4-WATER PLAN DESCRIF'JJON APP'D. DESIGNf c. a. DRAWN c. w. s. CITY OF NEWPORT BEACH XXXXX. e-~-~--.,,,.,..-----~--1~,,.-c,°'rg~"c~ .• "-hc"~';~,.~,,= PUBllC WORKS DEPARTMENT SHEET120F 13 I ( SIGNING AND STRIPING PLAN GENERAL NOTES: 1. SEE STREET IMPROVEMENT PLANS FOR EXISTING UTILITY LOCATIONS. 8. PRIOR TO INSTALLATION OF FINAL STRIPING, "CAT TRACK" LAYOUTS SHALL BE APPROVED BY THE CITY OF NEWPORT BEACH. 2. CONTRACTOR SHALL PREPARE AND PROVIDE DOCUMENTATION LISTING LOCATION, LENGTH, COLOR, MARKING, AND STENCILING OF EXISTING CURB MARKINGS BEFORE REMOVAL OF CURB AND GUTTER. 9. CONTRACTOR SHALL FURNISH AND INSTALIL SIGNS AS DETAILED ON PLANS AND PER SPECIAL PROVISIONS. 3. STRIPING DETAILS, MARKINGS, MARKERS, ETC. SHALL BE PER STATE OF CALIFORNIA DEPT. OF TRANSPORTATION STANDARD PLANS, MAY 2006 EDITION. 4. TEMPORARY TRAFFIC STRIPING AND MARKINGS SHALL BE PAINT APPLIED IN ONE COAT AND AS SOON AS POSSIBLE WITHIN 24 HOURS AFTER THE FINISHED COURSE OF PAVEMENT HAS BEEN APPLIED. 5. FINAL STRIPING SHALL BE "SPRAYABLE REFLECTORIZED THERMOPLASTIC" APPLIED AT A MINIMUM THICKNESS OF 0.25 MM. CROSSWALKS AND LIMIT LINES SHALL BE APPLIED AT A MINIMUM OF 0.90 MM. ALL LIMIT LINES SHALL BE 12" WHITIE UNLESS NOTED OTHER\\1SE. 6. REFLECTIVE PAVEMENT MARKERS SHAUL BE 3M SERIES 290 VERSION OR EQUIVALENT 111TH GLASS REFLECTIVE FACES. 7. THE FIRE HYDRANT PAVEMENT MARKERS SHALL BE LOCATIED PER CNB STD-9D2-L. STRIPING E LEGEND ~ EXISTING STRIPING & MARKINGS TO REMAIN. ~ EXISTING STIRIPING & MARKINGS TO BE REMOVED. --:;-PROPOSED STIRIPING & MARKINGS. EXISTING SIGN TO REMAIN. EXISTING SIGN TO BE REMOVED. PROPOSED SIGN. © SIGNALIZED INTERSECTION. --,._ START AND END POINTS OF CURVE/TRANSITION. 10. REMOVE ALL CONFLICTING STRIPING BY SANDBLASTING. REMOVE ALL RPM'S. 11. SIGNS SHALL BE STANDARD SIZE PER THE CALIFORNIA MUTCD UNLESS OTHER\\1SE SHOWN. RETIROREFLECTIVE SHEETING SHALL BE, TYPE 4 OR GREA TIER. SIGN SHALL BE MADE OF ALUMINUM (.08 INCH THICKNESS). 12. NEW SIGN POSTS SHALL BE 14 GAUGE 2 INCH SQUARE (OD) UNISTIRUT INTO A 12 GAUGE 2 1/4 INCH UNISTIRUT (OD) BASE. UNISTRUT BASE SHALL BE INSTALLED AT A DEPTH OF 18 INCHES IN CONCRETIE AND 30 INCHES IN DIRT. CONTRACTOR SHALL USA LOCATION PRIOR TO INSTALLING SIGN. 13. SIGN MOUNTING HARDWARE AND BRACKETS SHALL BE STAINLESS STEEL. ANTI-SEIZE LUBRICANT SHALL BE APPLIED TO MOUNTING HARDWARE PRIOR TO INSTALLATION. 14. SIGNS SHALL BE INSTALLED AT A CLEAR HEIGHT OF SEVEN FEET UNLESS OTHERWISE SHOWN ON PLANS. LOCATION OF SIGNS SHOWN ON PLANS IN APPROXIMATE AND SHALL BE APPROVED BY THE CITY PRIOR TO INSTALLATION. COAST SIGNING AND STRIPING PLAN CONSTRUCTION NOTES III EXISTING TO REMAIN UNLESS NOTED OTHERWISE. 111 REMOVE/SANDBLAST EXISTING STRIPING, MARKING, OR LEGEND, EXCEPT AS NOTED TO REMAIN. t,.:.I REMOVE EXISTING PAVEMENT MARKERS AS NECESSARY. I]) REMOVE EXISTING SIGN AND/OR POST, AS SHOWN. I]] INSTALL NEW SIGN ONTO POST, STREET LIGHT POLE, OR TIRAFFIC SIGNAL POLE, AS SHOWN. II) RELOCATIE EXISTING SIGN(S), AS SHOWN. [IT) INSTALL 4" SOLID WHITE RIGHT EDGELINE PER CALTRANS STD PLAN A208, DETAIL 278. ~ INSTALL 8" SOLID WHITIE CHANNELIZING LINE PER CALTIRANS STD PLAN A20D, DETAIL 38. ~ INSTALL 4" LANE LINE EXTIENSION PER CALTRANS STD PLAN A20D, DETAIL 4D. ~ INSTALL PAVEMENT MARKING AS SHOWN PER CAL TRANS STD PLAN A24A, A24D AND A24E. ~ INSTALL TYPE IV (L) OR (R) ARROW MARKING PER CALTIRANS STO PLAN A24A. 13 INSTALL B" SOLID WHITIE LINE AT 45' AND 20' SPACING AS SHOWN. NEW SIGNS ON THIS SHEET R3-7 I I R3-1 R15-3(MOD) "BUSES ONL'f" I 1~~ 1ij~ ~l~ij l1~ij ~l~ij W1-6L D11-1 DOVER DR ~~ ~- DOVER DR R5-1 RIGHT LANE ENDS W9-1 01,11-1 20· rs· 10· s· o· 20' 40' GRAPHIC SCALE: 1 "=20' g N 0 ' N ,n '":I II z [L wN I ~I ~:-I or--"' ~ z ~ j ~ 0 0... w- c., E-< ~ z 2S E-< -0... 0 Cf)_ -0... <C ~ 0 E-< Cf)_ u Cf)_ i::::i ~ E-< z w Cf)_ <C Zw 0 ~~ z ~o -~o z 0 C"':l -I Cf)_ 0 0 C\! '":I i= ~ t;; Bi ~ SHEET NO. § u::, WO ts"' <( z 0:: 2 :::; c'i :r' u i':5 m :,0 0 [L 3 w z (L c.., I w z G: I (X) N 0 0 ci z 0 w <( 13 13 Of CITY OF COSTA MESA VICINITY MAP NOTTO SCALE LEGEND .,..,,osr EllGEPAVEMENT WATERYALVE MEltR,PUllllOX L -LOTUNE PA -f'l..'mERAREA :¢,: -UGHTSTANOAAD ,,__,,._ FH FIREHYDRANT lS TOPIJrSTEP CF -CUR8FACE SF SQUAREfilf "' NO " " m "" 1W f'INISHEDFl.00!! _, 81,CKOFWALK M'OfWAU. (000) -EXISTINGGRA.DE -DIRECTIONAL " ,;, " E\£C " co "' "' lE " D< CONSTRUCTION STAKING NOTE ELECTRICAL WATERMUER PULLBO)( -POWERPOLE """"" BIKEROUIE CROSS WALK 8lJTTON AS?HALTPA\iEMtm' TRASH.ENCLOSURE stwfRCL.tANOUT THESEII.IPROVEMEHTPLANSHAVEBEENPREPAAEDWITHTHEINTEtlTTHAT THEFIRMOFANACALENGIN[ERINGC0MPANYW1LLBEPERFORMINGTH.E CON5JRUCTIONSTAKINGFORTI-IECOMPLITEPROJECT.IF,HOWEVER ANOTHERENGINEERINGAND/ORSUR'\IEYINGFIRMSHOULDBEEMPLOYED TOUSETHESEPlANSFORlHEPURPOSEOFOONSTRUCTIONSTAKING, ~~~: :i~~ G~Jr~~J~Ji~~R E~ki~\RI~~ OMISSIONS, IFANY, WKICH MIGH.TOCCURANDWHICH COULD HAVE BEEN ~10p~g~~~~ ~,:i~GGt~t ANACAL ENGINEERING COI.IPAm Underground Service Alert of Southern California Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG NOTICE TO CONTRACTOR PURS~TlOASSEMBLYBllL3019N<lEXCO.V~llONPEFMIT ISV/JJOUNlrsslH~CONTRACTORCONTACTSl>.NDOBTAINS l,NINQUIR'1'10tll!MBERFROM'\JNDER-GRO\JN05ERVICE ~•4i1~°i.iE~N61~&.◊Xr1~~ TWO WORKING DAYS OWNER OR DEVELOPER VBASPROPERTIES 17758.NEWP(JRT80UL£\IARO COSTAf.lESA,CA92627 SOIL'l ENGINEER SHEET INDEX """"""" ""''""' WATERPlAN EMERGENCY TELEPHONE NUMBERS AGENCY TELEPHONE SOl/THERN CALIFORNIA GAS COI.IPmY SCMHERN CALIFORNIA EDISON COUPNfl' PACIF!ClilEl'HOl£COMPANI' ~.:=~ er:~:UTIES DEPT.) ADEU'HIACABLE UNDERGROlRIDSER'llCEAI.ERf 1-800-624-815:J 1-800-611-1911 611 949-644-3011 714--962-2411 949-542-6222 1-800-422.-4133 PUBLIC WORKS DEPARTMENT MARINERS POINTE WATER MAIN INSTALLATION FROM DOVER DRIVE AT WEST COAST HIGHWAY INTERSECTION TO 364' OF DOVER DRIVE ALONG NORTH SIDE WEST COAST HIGHWAY APPROVED; DATE: DIRECTOR OF PUBLIC WORKS R.C.E. NO. 36106 APPROVED: DAT£: DEPUTY PUBLIC WORKS DIRECTOR/CllY ENGINEER R.C.£. NO. 24967 LOCATION MAP 1. ~m,Er.l~nv:/~~~R~~~NTAL~RG T~lrflRE CAL TRANS NOTE: NEWINSTALlATIONSOFUTILIT!ESN-10 UTILITY FACILmES REQUIRE A MINIMUM DEPTHOFCOVEROF36",ANDUTILITY SERVICECONHECTIONSRlcQUIREA MINIMUUOEP1HOFCOVER.30"wt1HIN STATE RIGHT OF WAY. OESC!l!lJED BY 0CS 2002 -FOUND 3.75" 0CS ALUMINUM ~6~~~\Z~ ~:~.EOM~~tM~::-1i2~~~riN l~Ht A SOIJTHI/IEST CORNER OF TilE INTERSECTION OF PAClrlC COAST HIGHWAYANONEWPOITTBAYCROSSING,42FEETSOUTl-lERLYOF THECENTERLINEOFP.I.CIFICCOASTHIGHWAYAND37FEEf EASTERLYOFTHEWESTEl'IDOFTHESOUTHERNGUAAORI\ILA:ONG 8RIDGE.MONUMENTISSETLEVELWITHTHE:SIDEWAlK. ELEVATION:19.259FEET(t.!AV068) GENERAL NOTES 1 ALLWORKDETAILEDONTilESEPI.ANSTOBEPERFORMEDUNDERCTlNTRACTSHAU.,EXCEPTASO"THERWISESTATEOINTHE C!TY'SSTANDARDSl'EC~PROVISIONS,ORIN1HISCONTRACT'SSP£CW.PR0\11SIONS,8ECONSTRUCIEDINACCORDANCEWITH n!E "STANDAAD SPfCIFICATIONS FOR PUBLIC WORKS CONSTRUCTION," 2009 ED!TlON AND SUPPLEMENTS TO DATE. 2 EXISTING UNDERGROUNDUTIUTIESARESHOWNAS PERAVAILABLERECOROS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VER!F'r1NG lHEACTIJALLOCAllONAND ELEVATION INTI-IE FRO PlllORTO BEGINNING CONSTRUCTION OF NEW FACILITIES. 3 STATKININGREFERSTOPIPESTATIONSUNLESSOT!iERWISEINOICATED 4 THEWALLSANDFACEOFALLEXCAVATIONSGREA.TERTHANFM'.(S)f"EETINDEPIBSHALLBEEFFECTIIIELYGIJARDEDBYA 5!!l~M~epl~0~/~Ej~~N~HE~ ~~~~OJ'f~~~T =~ts0iR~J1ft6ATI~~s ~~:rvE <5) 5 l"J,,.C~l'.~Wf(S) SHALL OBTAIN A PERIJIT TO PERFORM EXCIIVATION OR T!IDIC!-1 WORK AS DESCRIBED IN NOTE 4 AflOV£ 6. AllWATERPIPESHALLBEBEDDEDPERCITYOFNEWPORTBEI\CHSTD-106-L.AflDALLSANOUSEOFOOBEODINGSHALLBE MINIMUMJOS.E, 7. ALL WATER WJN flTilNGS SHAU BE MECHANICAL JOINT DUCTILE IRON {CL 52 MIN.) UNLESS OTHERWISE SPECIFIED. All WATER LG ~~o:ti~E~~CA%CJ1L~oi~~~ ~vx:LLANBEB T~~~~~ty~ED~T~f1~~:R1JE;!0~:.1r!il6 OF THE a ~rio~~CKS SHALL BE INSTAU.EO ON ALL WATER MAIN FITTINGS IN ACCOROl>NCE WITH THE CITY OF NEWPORT BEACH ~ 9. WATER MAINS SHALL HAVE A MINIMUM OF 35• OF COVER FROM FINISHED SURFACE. - 10.™ECOliTRACTORSKAI..L.NOTIFYTHEFIREOEPARTMENT48HOURSIN>ll\lANCEOFASHUTTING OFFOFN-IYFIREHYORA AT(714)644-3106. 11.TI-IECONTR/I.CTORSl-lAU.N01lFYTHEFIREDE1'ARTMENT48HOURSINAl)VANCEOFALLLANECLOSURES. 12.ALLFI.ANGEJOINTSSfiAl.l8EJOINEDLfTIUZINGTY1>E316STAINLESSSllliNUTS,WASHERSANOHE)(-H(AD80LTS GASK(IS SHALLBEFULLFACfD.GLOT1-1REINFORCED8UNA-NRUBBER. 13.flE)(ANDTRANSTTIDNCOUPUNGSUSEDTOJOINPIPEINWATERMAINCONSTRUCTlONSHALLHA\1£AllTHREADEOPAATSANO JOININGHARDWAREFABRICATEDFROl.l1YPE316STAINI..ESSSTEEL. 14.PIPEHARNESSASSEMBUES,VALVEANDFTTTINGRESTRAINTSN-IOSHACKL.E-ClAMPASSEMBLIESSHALLBEJrnNEOUTILIZING TYPE 316 STAINLESS STEEL N.1.-THREADf.:D ROD. NUTS. BOLTS AND WAS+-IERS. CLAMPS, SHACKLES ANO OTHER HARDWARE MAYBECAABONslEELSORDUCTILEIRONWHEREAPPROPRLlff£.BUTMIJSTBECOATEOll8ERALLYWITHCORROSION PROTECTIVE MASTIC COMPOUND 15. BOLTED CONNECTORS FABRICATED FROM TYPE 316 STAINLESS STE£L SHAU HAVE ALL THREADED PAATS COATED LIBERAL WITHANAPPROVEDANTl-SIEZECOMPOUNO. ,- 16. ALLBOLTED.-ll.OTHREADEDfASTENERSSHALLBEMANUFACTUREOINTHEUNITEO STATESOFAMERICAANOSHALLCONFOR~ W11-IEMINIMUI.IREQUIREMENTSFORSTRENGTH, WITER!ALOONSTRUCTIONANOOIMHISIONJ.S ESTABLISHEOBYTHEASTMANO ANSISPECIFlCATIONS. AllfASTENERSSHALLBEACCOMPANIEDBYWRITTENCERTlflCATIONFROMTHEMANUFACTURER. 17.THECONTAACTORSHALLREQUESTINSPECTIONl'ROI.ITHEPUBLICWORKSOEPAATMENT48HOURSINADVANCEOFPERFORMI~ AflYWORKAT644-3311FORPUBUCWORKS,AND644-3011FORUTIUTIES. ntEPUlllJCWORKSDEPI\RlMENTINSPECTOR- ~~iiLA~l~o~~~IF~ ~~H=~~1 ~N~~s rJo:r:~ ~~~~:l~~T w%t ~~~~C~E~~i:e AND GUTT~ 18. WATER LINE DJSTANCES SHOWN ON THE PLAN AND IN ntE ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES. ~ 1S.ALLMECHANICALJOINTSSH/\LLBEINST111l.£1JW1THRETAINERGLANDS ~ 20. ~~iJ.11ALL VERIFY DEf'IH ANO LOCATION OF ALL WATER CONNECTION POINTS PRIOR TO COMMENCEMENT OF f;f;:, 21.TI-IECONTAACTORSHAU..INSTALLONNEWP\/CWAlERIAAINA10GAUGEINSULATEDTRACINGWIREPER1HEINSTRUCTIONSC UTILmES Rf:PRESENTATll/E, LOREN LOVE {94S} 718-3410. UTILlTY NOTE TI-IE EXISTENCE AND Al'PROXIW..TE LOCATIOM Of UNDERGROUND lJTIUTlES OR STRUCTURES SHOWN ON THESE PLANS WERE DETlcRMINEOBYASEARCHOPTHEAVAl~LEPUBUCRECOOOS.TOTHESESTOFOURKNOWLEDGETHEREA.RENOEXISTING UNDERGROUND UTILITIES OR STilUCTURES EXCEPT AS SHOWN ON THIS MAP lHECONrnACTORlSREOUIREDTOTAKEDIJEPRECAUTIONARYMEASURESTOPROTECTTHEUTILITIESORSTRUCTURESSHOWNANO ~ 8r1rJ\lJRlolff1~~J?c~~:~iliEriRr£J11tf!A~R~ THE COITTRACToR·s RESPONSIBILITY TO NOTIFY THE OWNERS OF UNAUTHORIZED CHANGES AND USES C~UTION: THE ENGINEER PREPARING THESE PLANS Will NOT BE RESf>DNSIBLE FUR. OR U/IBlE FOR, UNAUTI-IORIZED CHANGES OR USESOFTHES£PLANS.AI.LCHANGESTOTHEf'L.ANSMl.lSTBEINWRffiNGAN0MUSTBEAPPROVEDBYTHEPREPI\REROF THE:SEPI.J\US. JOB SITE CONDITIONS CONSTRUCTIONCONJRACTORAGREt:STI--IAT!NACCORDANCEWITHGENERl\l..LYACCcPTEDCONSTRUCTIONPRACTICES.CONSTRUCTION CONffiACTO~ WILL BE REOUl~EO TO ASSUME SOLE AND COMPLETE RESPONStBILllY rDR JOB SITE CONDITIONS DURING THE COURSEOFCONSTRUCTIONOFTll£PROJECT.INCLUDlNGSAFETYOFN.l.PERSONSANDPROPEITTY;TI--IATTHISREOUIREMENT SHAU BE MAflETO Af'PLY CONTINUOUSLY AND NOT BE UMIIEDTO NORMAL WORKING HOURS, ANO CONSTRUCTION CONTRACTOR FURTHER AGREES 10 DEFEND. INDEI.INIFY AND HOW DESIGN PROFESSIOIW. HARMLESS FROM ANY AND ALL LIAfllUTY. REAL OR ~~R1i.k1~ 5fiNE~~~NP:o~sJii1l~ERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISll'IG FROM THE sru CONSTRUCTION NOTES FIRE-WATER CONSTRUCTION NOTES NOTE; ALL ATT\NGS TO BE C-110 G)--=~Jnf1~:~~:~TE~r.J:.i.~~g:srTQ @---~%~" 0~~U~PgoPLE CITY'S UTILITY YARO AT 949 WESr 16TH STREET. STD-~20-L fE= :r::7-~=NE::: =~~~ITY{W:;:o; @---~~ H~o,trnCATOR VALVE PER BACKFllLOO BEDDING PER CIIYSJD-106-L 0-~tf'Lrril~r:N~:A~TER~~~ gz;\16%~TE ®-®- INsrAL.Le·oouBLECHECKDF:TECTORMASTERSERIES 876V PER STD-517-L ~.:Ji"Afi ~~~~.._P~~ES:1J_5ilii-L COMPOUND MEIER WITH R9001 C/F REGISTERS AND 8ROH2E STRAINERS. wusr PURCHASE FROM AQUARIUS WATERWORKS, @---INSTALL FIRE DEPARTMENT CONNECTION PEffDETAILHEREON INSTM.L8"X6"TEEMJXMJ INSTALL8"X8"11.2S-OUCTILE MJXMJFITTING 0933-2012 lfffiRAm5. DUE TO THE SIZE Of THE PROJECT, 2 FIRE H'tDRANTSWILLBEOONSTRUCTEDINffiONTOFnlE DE\IELOPI.IENTANDTHEAOOffiOtW..FlREHYDRANTIS LOCATto ACROSS WEST COAST HIGHWAY. APPROVAL RECOMMENOl:ll 1 -WAT£R MAIN LOCATION CHANGED OUE 200-300 W. COAST HWY. 2. COORrnNATEWAlERIAAINSHUTOOWNWITHMUNICIPAL Of'ERATIONS-UTILJTIES(WATERPllOOUGTION}DMSION CALTRliNSCURBANDSIDEWAl.l<RELOCATION. ASSISTmfa!YENGINEER R.C.E.N0.46214 Af'P'O. orn:;Nff c. 0. CHECKED OA"IE o.c.a. 4301J WATER PLAN TITLE SHEET CITY OF NEWPORT BEACH XXXXXX PUBIJC WORKS DEPARTMENT s.tEEr11 OF 16 Underground Service Alert Call: TOLL FREE 1-800 422-4133 NOTICE TO CONTRACTOR PUR:SUANTTOASSEt.lBLYBILI.30!9NO~CAVAnoNPE;RMIT ISVAUDUNLESSTHECO'ITT!ACTORCONTACTSAAOOll'TAINS An INQUIRY LO. NUMBER FRO~ "WOER-GFIOUtlll SER\IICE = rltc~JM-~NNi&O!r1~ '!WO WORKING llA'rS ! [ID II] N GRAPHIC SCALE '~' ~ ,., i! ( IN FDT) lIHCH .. 10 JT. I I L - ill ill BILCO LADDER UP SAFETY POST Plan View:not to scale ,,.,.,00P"'J}"l'J""P«S10---522--1..0otDll'golvo•l:loofler CONSTRUCTION NOTES: 0 ::,";tod:":"..r= ~~...:::..o:::::.;'th ;~.\'1,~[°"loolth•CtlB<a,,,1,,,aept.(844-3011)!0r 2)00·-•oo•IT'-""" G)Rosil,nlwods•go\o...tv.. ©lllPm<rlorlfnsdepoolplooo(rr}. © ~so.~d~..:''"'n-:':'3.'o ~:,;;.'~::'."'• wllh """"' Reduced Pressure Principle Backflow Prevention Assembly * PROPOSED RAMP TO 2ND FLOOR OF PARKING STRUCTURE ~ E-o l>l [;l "' l>l l>l "' z 0 ~ g z ~-~ 0 '-' i,: ~ -Is\-·---- TD-52 -L ~PROVI0EPRO\/IDE90' ~~~~B~& 3 coooa";IPE 2'MI cX6"A~--W \~-- PRESSURE REDUCING STATION ~ 121.3' / _______.__._~--- DETAIL ill "'""' Wl'ffi :tt• 0~ ~-"" • .,_ "'" """·· J ~l~• .. ••<k,• .. •"'"11•0.MJ•FE•ff;•ith-.!•lhnlol 4 1,,tc,,olmld"'b'"tsdtothoa..,wollof,,,,.,tpo<Sro-5Jo---L ~ .::•,~•j,o~•:,,>'f ~"""'° ~ob ~oo.-Soclloool """'' may to~R-14C-IKIOPVCp1pooc,mo,\.,-l;n,o.PE-•d,OlP.Clo,, , ~]\~·:,!,~1~J.~~,.~~,:i.rt~f~l'l~.s.f. 1a Coa..-.lo~oadsu\\.,.o<ll.....&n,0!,.,jgoL~~-ldbepl"""° 1s!~P,:~th1.~;'i"lSt'ro1'P~."""~"9wlth>loiol ... ,t,.. Tha,otbloel<opo,STil-510-l-,._ ill Specifications G)Pulluploop @Rele<;iserodw/vin01iflhondle @Lockupbr<;ici<et ©aaioncingspcing NOTES @square tubing @Adjustoblemounlingchonnel (j)c1ampbrocket @stoinlesssteelmountingbolfa (iH6x2") 1. The Bko L□dderUP sofetyposl isfurni,;hed comph,tely assembled rMdylo mount on re<;ir of ladder wr!h clomp brackets on climbing side. Ladder must be structurallysoundondsecurely"nchored. 2,0nhollowroundrunglodderslnsertsolidroundbar (some length as rung) into the top two rungs to provideoddltionalslrenglhandprevenlcrushingof therungwhenthelodderUPisfostened. 3. Adjustable mounHng fits ladders with rung spacing up to about 14" [355mm] center to center. 4. Clomp bracket may be reversed lo accornmodole rung siies of 3/4' [19mm] to 1 1/4" [32mm] with stcndord 2" [51mm] bolts fumi,slled. Lorger rungs require longer bolts CITY OF NEWPORT BEACH l'\JllLICWORKSDEPARTMHNT & STANDARD VAULT LADDER T -5 -L FIRE-WATER CONSTRUCTION NOTES NOlt: AU. RmNGS TO BE C-110 / =r,1M~"'JtcH 0--~~~~~~~~~~~Ai_~:~G @-- Cl1YS UTIU1Y YARO AT 949 WEST 161H S'!REET. ®-CONSJRUCTAWEfBARRELFllEHYDRANTPERCIIYSID-000-L @--INSTAU.8°F1REI.Jt£CI.ASS900AWWAC900PIPE(WATEHUNE) BI.Cl(flLLANDBEDDINGPERCITYSID-106-L 0-®- TAP INTO EXlsnNG WATER MAIN PER CITY COOR0INAlE SHIJTOOWN wrrH 1HE WAltR PRODUCTION DMSION INSTALL 8" DOUBLE CHECK DETECTOR IAASTER SERIES 87fN PER SID-517-L INSTALL 3" WAlER SERVICE PER CITY Sl0-!i14-L J-INCH MEIER SHALL BE A NEPTUNE TRU-FLO COMPOUND METER Wlltt R8001 %~~~i:~RKBS~NZE STRAINERS. MUST PURCHASE FROM INSTALL PRESSURE REDUCING STATION PER CITY Slll-521-L INSTAI.L6°XB"REDUCERMJTOATTACHPROPOSEDB•TOEXISTIN06 WATER LINE ALONG WITH TRUST BLOCK REDUCER PER Sl0-510-lB fNST,'ll 3" PRESSURE PRI PlE KFlDW DE.\IICE PER CflY STD-620--L 1 ®--INS/"ALL1"IRRIGA.TIONMETERPERCITYSTD-502-L CAL TRANS NOTE: NEWINSTAUATI0NSo,ur1UTIESAl<J0lJrllffi'FAC1LmrnR£QUtREAMINIUUt.1 DEPTH0FCOVER0F36',ANDUTILITYSERViCEC0NNECTI0NSREQUIREA MINIMUM0EPTH0FOOIER30'WITHINSTATER1GHT0FWAY. INSTALL1"PRESSUREPRINCIPLEEIACKFLOW DEVICE PER CITY SlD-520-L IMSfALL POST INDIC\10!! Vfd.VE PER DtfAIL HEIIE0N INSTALLF1REDEPAR'IMENTCONNECTI0N PER DETAIL HEREON INSTA!.L8°X8°TEEMJXMJ INSTA!.LB"XB"TEEMJXMJ INSTALL TRUST 8lOCKS PER S!D-510.-.L-A INSTALL8"X8"11.25'DUCTILE MJ X l,IJ FITTING ill IISTALLB"FEXt.lJGATEVALVE INSTALL3"SER\IICEUNE l DETAIL AT FIRE DEPT. CONN. POST INDICATOR VAULVE DETAIL 6"UNLESSN0TE0 1 -WATER MAIN LOCATION CliANGEll DUE CALTRANSC1JRBANOSIOEWAl.l(R'i:L0Cr\TIOO, DATE fl't' OESCRlPTION ..ssisrMTCRY ENOOIEtR R.C,E.N0.46214 0993-2012 200-300 W. COAST HWY. WATER PLAN AWi>. DESIGNfi~ c. o. DRAWN c. w. s. CITY OF NEWPORT BEA.CH XXXXX e-~~-~~~~~~~~-+,~,~~•""eg.~,.~,'-'. ~,.~~.,~,~,,"-"-IPUBUC WORKS DEPARTMENT SHEET 120F 16 \ ~i "'i ,\-c=a=cs==n-7 : , , a I ; I I I ZT~ e , 1 _J I I !-< ~ I 1~~~#!=!=1=~~ t,) ~\ ~==============~~ CAL TRANS NOTE: NEWINSTALLATIONSOFUTILITIESAND UTILITYFACIUTIESREQUIREAMINIMUM OEPlHOFCOVEROFJ6",ANOIJTllllY SERVICE CONNECTIONS REQUIRE A MJNIMUMDEPTH0FCO\IERJ0"WID!IN STATE RIGHT OF WAY. Underground Service Alert of Southern California Call: TOLL FREE 1-800 422-4133 NOTICE TO CONTRACTOR ~RSIJANTTOASSEMSLYBIU3019NOE)(CII.VATION PERMIT ISVA\JDUNI..ESSTHECONTRAClllRCONTACTS~009TAIHS ANINQIJll{fl.D,NUMBl;RFllOM"IJND(R-GROUNOSEIMCE ~Mir -JtriEi0J:;Et~~Nt1i~e1Tl~ 1WO WORl(INO DAYS 3 PROPOSID 8" LINE --l-7 *"I_:.-\--I I C ' I ___ 11_\-l_~ __ _ 7 , LJ..l.. 1 I I l --- Bl/TTSTIW'S&B" == PROPOSED MECHANICAL ROOM GRAP!llC SCALE ·~· (INl'U'l') 1 INCH• 10 iT. ________ ,,~-~ ~-c_::.;:_:_ __ -,~ NOTE: ! ffi C1 N * ~=cnt9. w= =f5.:~R~ CHANGES TO THIS Pl.AN FIRE-WATER CONSTRUCTION NOTES NC1IE: A1L flTTINGS TO BE C-110 0---ABANDON EXISTING 6° f,£p WATER W.IN, REMOVE EXISTING FlRE HYDRANT, mTINGS, METER AND VALVES RErl..lRN TO Cl1Y'SUTIU1YYARDAT949WEST16THS1REET. 0--CONSTRIJCTAWErllARRELFIREH'fllRANTPERaJYSTD-500-L @--INSTAil. 8" FlREUNE ClASS 900 AWWA C900 PPE (WATER LINE) BACKflU.ANDBEOOlNGPEffCITYSl0-106-L 0- ©-©- 0--©- ©- TAP 1NTO EXISTING WATER WJN PER CITY COORDINATE SHlJTDOWN WITHTHE WATER PRODUCTION DMSION INSTAU. 8" DOUBLE CHECK DETECTOR WSlER SERIES 876V PER STD-517-L INSTAU. 3" WATER SERIIICE PER CITY STD-514-L 3-lNCH METER SHALL BE A NEPnJNE TRU-FLO COMPOUND METER WITH R900i C/F REGISTERS AND Bl'(ONZE STRAINERS. MUST PURCHASE FROM AQUARIUS WATERWORKS. IMSTAU.PRESSURERRIUCINGSTAllDNPERCITYSTD-521-L 1 -WATER l,!AIN LOCATION CHI.NGEDDUE @--@- @- ASSSTANTCITYENGINEER R.C.E.N0.46214 IN$fALl1"1'RESSUREPRINCfPI..EBACKFLOWDEVICEPERCITY INSTALl POST INDICATOR VMYE PER DETAIL HEREON INSTAU.FlREDEPARTMENTCONNECTION PERDETAILHE'.REON IN!rl'Al..l.8"X6"1EEWXFE 116TALI.8"X8"TEEMJXFE TRUSTBI.OCKSPERST0--510-L--A INSTALI.l"SFlMCELINe 0993-2012 200-300 W. COAST HWY. WATER PLAN CITY OF NEWPORT BEACH XXXXX CHECKED DATE D.C.O. 4 1l PUBUC WORKS DEPARTMENT SHEU 13 or 16 VICINITY MAP NOTTOSC/\li LEGEND <! -" -GAATEINLtt ,,; LOTLINE MmR,PUU.BOX """'""" CONCRETE a;, BLOCK WALL ., WOOD DECK x;x -UGITTSTNUlAAO me ELECTRICAi. ,__,,._ " PUU.BOX CHAINUNKFENCE '"" "''"' WROIJGH'flRONFENCE POWERPOLE o---<;- "' '"'"" '" AREHYDRANT " TOPOFSTEP "' -CIJR81"ACE """''"" " -'"'" DR ~ ORAIN TOP OF CRAIN CRB CROSSWAJJ(BUTTON FC ~ FlNISHEOCONCRETE AC ASPHALTP-'VEMENT SOTTOMOFSTEP TE TRASH ENCLOSURE SCO SEWERCLEANOUT " ra '"'""" aw BACJ<OFWALK GB GFIAOEBREAK 1W -10P OF WALL "' " "' (000) EXISTINGGAADE FS FINISHEDSO!lFACE 01/!ECilO~ CON5"1RUCTION S'IAKING NOTE THESEIMPR0\1£MENTPl»ISflA\IEBEENPREPAREOWITHTHEINTENTTHAT THEFlRMOFANACALENGINEERINGCOM!'ANYWILLBEPERFORMINGTl,E CONSTRUCTIONSTAKINGFORTHECOMPLETEPROJECT.IF,HOWE\IER ANOTl1ERWGINEERINGAND/ORSURVE'r'INGFIRUSl!OULDBEEMPLOYEO TO LISET!-IESEPWISF"ORTHEPURPOSl:'.OFCONSTRUCTION STAK1NG. NOTICEISHEREBYGIVENTHATTHEFIRMOFANACALENGINE£RING CDMP/\NYWILLNOTASSUME/\NYRESPONS!BILITYFORERRORSOR OMISSIONS, IF ANY, WHICH MIGHT OCCUR MID WHICfl COULO HAYE 8EEN ~:~fflrZ°~~C~ ~~~GGAJt~/F ANACAL ENGINEERING COMPANY Underground Service Alert of So1Jthem California Call: TOLL FREE 1-800 422-4133 NOTICE TO CONTRACTOR PU~lW<TTOASS£MSLY BILL 3019 NO EXCAVATION PERMIT 15V>J..10UNl.£SSTHECONIRA(:TORCQNTACTSAMJOBTAINS ANINQUIRYl.0.NUM!lEllFROM"UNOl;R-GROUNOSHMCE ~-,fc:i~imt,t::b.er~ TWO WOOKING DAYS OWNER OR DEVELOPER VBASPROPERTIES 1n5B.NEWPORT80Ul.EVARD COSTAldE&-\,CA92627 SOILS ENGINEER SHEET INDEX -""'--"' =- EMERGENCY TELEPHONE NUMBERS AGENCY TELEPHONE SOLITHERNCII..IFORW.CASCOM?ANY SOUTHERNCII..IFORNAEDISONCOMPANY PACIFICTEI.EPHOOECOMPANY cm' or NE;WPORT BEAa-1 (UTII.JTlES DEPT.) COUNIYSANrfATIONDISTRICTS ADEI.PHIACABLE UNDERGROllNDSER\IICEM.EITT 1-800-62~-SlW 1-800-611-1911 '" 949-644-3011 71-4--962-2411 949-542-6222 1-B!XH22-4133 PUBLIC WORKS DEPARTMENT MARINERS POINTE WATER MAIN INSTALLATION FROM DOVER DRIVE AT WEST COAST HIGHWAY INTERSECTION TO 364' OF DOVER DRIVE ALONG NORTH SIDE WEST COAST HIGHWAY APPROVED: DATE: DIRECTOR OF PUBLIC WORKS R.C.E. NO. 36106 APPROVED: DATE: DEPUlY PUBLIC WORKS DIRECTOR/CITY ENGINEER R.C.E. NO. 24967 LOCATION MAP CAL TRANS NOTE: "' CT EA.STERI..YOF"IHEWESTENOOFTHESOIJTHERNGUARORAILA;ONG BR!OGE. MONUMrnT IS StT LEVEL W0H THE SIOE:WAL.K. ElEVA"llON:19.259FEET(W.VDB8) GENERAL NOTES 1. All WORK DEfAllID ON THESE PlANS 10 BE PERFORMED UNDER CONIAACT SHAf.l, EXCEPT I'S OTHERWISE STATED IN THE CITY'S STANIJAROSPECW.PROVISIONS, OR IN1HIS CONffiACT'S SPECl/ll PRO\/lSIONS, BE cow.rrnucrro IN ACCORDANCE WITH TliE"STANDARD SPECIFICATIONSFORPUBLICWORKSCONSTRUCllON,"2009 EDmONANO SUPPLEMENTS TO DATE. 2. EXISTING UNDERGROUND LITIL!TlfSARt SHOWN /IS PER.I.VAil.ABLE RECORDS 17-lE COtl!RACTOR SHALl BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION lN ll-lE FIELO PRIO!l TO BEGIHMNG CONSTFIUCTKIN OF NEW FACILITIES. 3. STATIONINGREFERSTOPIPESTATIONSUNl.ESSOll-lERWISEINOICAlED 4. TI-1EWALLSANO FACEOFAlLEXCAVATIONSGREATERTI-wlflVE(S) FEITIHIJEPIHSHAIJ.BEEffECTl\lELYGUARDEDB'l'A SHORING SYSTEl.1, st.OPING OF THE GROI.IND OR ornrn EQUIV/\lEITT MEANS. TRENCHES OR EXCAVATKlNS LESS lHAN FM (5) FEETINOEPTHSHALLALSOBEGUARDEOWHENEJW.IINATIOHINDICATESTHATf1AZAROOUSGROUNDll!OVEldENTW\YBE EXPECTEO. 5. ~5M C0c%._~(S) SHALL OBfAIN A PERMIT TO PERfORM EXCAVATION OR TRENCH WORK 1-S DESCl<IBED IN NOTE 4 ABOVE 6. All WATER PIPE SHALL BE BEDDED PER CrTY OF NEWPORT BE"ACH STD-106-L. AND AU. S,/1,J,1D USED F"OR BEDDING SHALL BE t.!INlt.!Ut.!30S.E. 7. ALL WATER MAIN FITllNGS SHALL BE MECHANICAL JOINT DUCTILE IRON (CL fr2 MIN.) UNLESS OTHERWISE SPECIFlEO. ~LL WATER L!\~~~N:EC~n°cA~uoc~~J~Hi~ ~ANe/ 11~L~~~/p~Y~~~JN.g.si1~~r:=R1~0~JX'TM~ or THE e. THRUST BLOCKS SH~LL BE INSTALLED ON ALL WATER WJN FITTINGS IN ACCORDANCE WITH THE CITY OF NEWPOITT BE"ACH STD-510-L. 9. WAlER IMINS SHALL HI\VE A MINIMUM OF 36" OF COVER F"ROld FINISHED SURFAC!c. 10. T/-IECOITTRACTORS!w.LNOTIPi'lHE FlREOEPARTMENT48HOLIRSINADVANCEOFASHIJTilNG OFFOF>NfFIREHYDRAfm AT(714)64h5106. 11. THE CONTRACTOR SHALl NOTIFY THE FIRE DEPARTMENT 48 HOURS IN ADVANCE OF ALL LANE CLOSURES. 12. ALL n.ANGE JOINTS SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL NUTS, WASl-!ERS AND HEX-HEAD BOLTS. GASKETS S!WJ.8Ef\JLLFACED,CLOTHREINFORCED81JNA-NRV88ER. 13. Fl.EX ANO lRANSmON COUPLINGS USED TO JOIN PIP€ IN WATER MIIIN CONSTRUCTION SHALL HAVE ALL TuREAl)EO PART$ ANO JOININ() 1-WlDWARE FABRICATID FROM TYPE 316 STAINLESS STEEL 14. Pll'E HARNESSASSEMBLIES,VAf.VE.AND rm1NG RESTRAINTS AND SI-IACKLE-CI.AMPASSEMBUES SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL ALL-rnREADED ROD, NUTS, BOLTS AND WASHERS. Cl.NdPS, SHACKLES AND OTHER HARDWARE r,t,WBEC/\RBONSTEELSOROUCTllEIRONWHEREAPPROPRtATE,BlITMUSTBECQA1ED LIBER/IJ.LYWITHCORROSION PROTECTI\/Er.lASTICCOMPOUNO. 15.BOLTEDCONNECTORSFAf!RICATEOFROMTYPE316STAINLESSSTEELSHALLHI.VEALLTHREADEDPARTSCOATEDLIBERALLY WITH AN APPROVED Atlll-SIEZE COUPOUND. 16.ALLBOLlEDANDTHREADEDFASTENERSSlllll.l.BEt.WIIJFACTUREDINTHEUNITEDSTATESOFAMERICAANOSHA.LLCONFORM ~fsEPE~~~~o~§~1~~~~s~i~~·E :iA~S:~~~N&:~i~: ~o~~5ill:Hu~1}1fiE~M AND 17. THE CONTRACTOR SHALt REQUEST INSPECTION FROM THE PUBUC WORKS DEPAATUENT 4B HOURS IN ADVANCE OF PffiFORM(NG 1,1,N WORK ~T 944-331\ FOR PUBUC WORKS, ANO 644~3011 FOR UTILmES rnE PUBLIC WORKS DEPARTMENT INSPECTOR SHAtLAJ..SOBENOTIFIEDAfTERF'IACEMENTOFFOflMSAflDPRIORTOPlACEIAENTOFAINCONCREIEFORCURBANDGUTTER SOTHATTHEFORt.lSCAN8ECHECKEDFORLJNEANDGRADEANDCOIJPATIBIUTYW!lHEXISTINGCONSTRUCTION. 1B. WATER LINE DISTANCES SHOWN ON THE PIAN ANO IN THE ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES. 19. All MECHANICAL JOIITTS SI-W.L BE INSTALL.fa WITH RETAINER GI..AIIOS. 20.CONTRACTORSHALI.VERIF'!'DEPTHANOLOCATIONOFALLWATERCONNECTIONPOIITTSPlllORTOCOt.lMENCEMENTOF CONSTfruCTION. 21. THE CONTRACTOR SHALi. INSfAU. ON NEW P\IC WATER I.INN A 10 GAUGE INSULATED TRACING WIRl': PER THE INSTRUCTIONS FOR UTIUTIESREPRESEHTATIVE,LORENLOVE(949)71B-J410. UTILITY NOTE THE EXISITNCE AND APPROXIMATE LOCATION Of UNDERGROUND l/TIUTIES OR STRIJCTIJRES SHOWN ON THESE PLANS WERE DETERMINEDBYASEARC'rlOFTHEAVAILABLEPUBUCRECORDS.TOTHEBESTOFOIJRKMOWLEOGETHEREA.RENOEXISTING UNDERGROUNOUTILJTIESORSTR\JCTUR£SEXCEPT/'5SHOWNONTHISMAP. THE CONTRACTOR IS REQUIRED TOlAKE DUE PRECAUTIOw.RYMEASURESTO PROTECTTHEUnt.!TIES OR STRUCTURES SHOWN AND ~ ~mfu\slJTIJ:l~R~TI]~f~~J~l1JtlRt1i~~~ORi: Tl,[ CONTRACTOR'S RESPONSIBILITY 10 NOTIFY THE OWNERS Of UNAUTHORIZED CHANGES AND USES CAI.ITION: lHE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUll!ORIZED CHANGES OR ¥~~E o:JnfE PLANS. AL1. CKO.NGES TO THE PLANS MUST BE IN WRmNG AND MUST BE APPRO\IED BY TI-1E PREPARER or JOB SITE CONDITIONS CONSTRUCTIONCONTRACTORAGREtsTHATINACCORDANCEW!THGENEAALLYACCEPTEDCONSTROCTIONPRACTlC(S,CONSffiUCTlON CONTRACTOR \Y!LL BE REQUIRE□ TO ASSUME SOLE AND COMPLETE RESPONS1BILTTY FOR JOB SITE CONDmONS DURING rnE CONJAACT{)R ANDALLLIAfllUTY,RWOR FWORl<ONlHISPROJECT, EXCEPTINGUABllJTYARISINGFROUTHESOLE FIRE-WATER CONSTRUCTION NOTES NOTE: AU FrrnNGS TO BE C-110 G)--=~~~~~~~~t~rv1~M~~ISTTI) @-JNSTAU a• X 6" TEE MJ X MJ CITY'S UTILITY YARD AT 51"'9 WEST 16TH STREET. @--INSTALI.8" X 8"TEE MJXMJ ®--CONSTRUCTAWETBAARaFIREHYtlRANTPERCrtYSTll-!500-L @----INSTALL 8" FlRElJNE ClJ,SS 900 AWWA C900 P!PE (WATER LINE) Bt.Cl<FlLLA!lJBEOIJNGPERaTYSID-106-L INSTALL 8" DOUBLE CHECK OmcTOR t.lASTER SERIES 876V PER STD-517-l. INSTALI.2"WATERSEIMCEPERCITYSTD-500-L INSTALLPRESSIJREREDUCINGSTATIONPERCITYSllJ--521-L INSTALL 6" X 8" REDUCER MJ lO ATTACH PROPOSED 8" TO EXISTING 6" WATI:R LINE ALONG WITH TRUSr lll..OCK REDUCER PEft STD-510-1.B 1161"N.1..✓PRESSUREPRINCIPLEBl£KFI.OWDEVICEl'ERCIJYSID-52G-L tiSTALL1"1RRIGATIONMrn:RPERCITYSID-502-L INSTALL 1" PRESSURE PRINCIPLE BACJ(Fl.OW DEVICE PERaTYSID-520-L-A INSTALLPOSTINDICATORVAI.VEPERDETAI.HEREON INSTALLFlREDEPARTMENTCONNECTION PEROErAILHEREON 0933-2012 LD,_~WATElll.lAINLOCATIONCHANGEDOUE 200-300 W. COAST HWY. ASSISTANT CITY ENGINEER R.C.E. NO. 46214 WATER PLAN TITLE SHEET ._""_"~"'~---=-•_""' ____ .. "_"_'o._,_"'-"',,,lf~,.~,.+'~"'-"~c·~•~· s,., CITY OF NEWPORT BEACH XXXXXX CHE~ C. . 0AT_f 27 13 PUBUC WORKS DEPARTMENT Sl£Ei 11 OF 16 Underground Service Alert c~1t~ot.t'~R~E 1-800 422-4133 NOTICE TO CONTRACTOR PURSUANT ro ASSEt,IBl.Y BU ~01li NO EXCAVA110N PENMFT ISVAI.JOIJNL.ESSTHEOONlRACTOO.CONTACTS~OOfilAI~ ....ilNQl!IR'l'I.D.Nllt,18EJ1FROt,1"UNOER-<lROUltDSER\/ICE ~r:--Jtc:~M"it~~1~&_¢!11~ 1WO WO~KINO tlA\'S t ffi aJ N GRAPHIC SCALE ·~· (Dlrl!E'l') 11NCH•l0 rr, r1i PlanView:not lo scale CONSTRUCTION NOTES: 0:::::~~ "'--t~,~.~~~~::"~'th (Doo·-·•••-••-• @ ... ,1 ... ,....a .. ll"t ....... ©01Pmorlor1TJ1td>l"'"'•-(Ft) © t&l lb-/,HSI -• ~°"~ Fobflo-lntop~ with Ol'ool GENERAL NOTES: @ ;7Pol';&'~J:"",.,';!:','!,.~~t'.""""' lbed Oootno I= olpo ®""'.':"7"J£"!1·AWWA~,odpoloblo"°loo"pfpo @) ~E~~~ ='"sm'!M-~.l1 t"',.'l.~"~12,.~ ® '" "•:'"' -~M '":,;-""" "'" @ ~~ii~'~o:j~ ~°"1°""51~:i.~""J,W.;.:ir.,"''"' @,~.:.."."i ...., ,.._ ,,....,...,. -·· •~1 ""'" "'""'" @•~• """ s-,,c SHO+S @)FE ,MJ odoploo"w;th .-..loin..-glond. 1.Allob-•n>doplpla9-beP"'i,ttdw!lh..,/,Jk,.,Enom""°r,,t,,-t_,,<=.....,9ofo2rnlpnn't..-ool°"d!""(2)"°! ~ ~:: ~;~ ~I~ ~,~::-,,~:t.:•,:~'"~\r,,~":",~!:' :.,~o',;':.S°J:,~~-r:oo"t:.,"' oh~ ~/:'U:-~;°.,.ck<d. ~-Bool<ll<>w do~oo "1oll be Tnolallod In .,,,..,,..,1 -\o<I lo Cit~ ll~lmu... ol;oo b 5' wldo • 10' '""'l- CITY OF NEWPORT BEACH Reduced Pressure Principle Backflow Prevention Assembly * PROPOSED RAMP TO 2ND FLOOR OF PARKING STRUCTURE °'~ "' ... E-< Ii'! l:il "' ~PROV!DEPROVIDEW ~~i~~~& Cun,1ruct1onNolos: (!):~:: :1.:::01::::::; =~::ol'" (<;1000 @='(I,~ = ~F,t"' po, SlD-5.lH hot P,P .-.,em 01to, @er~''ll!:n~.•gqlovdvowllh"b<nd,...,oaopernto,". PRESSURE REDUCING STATION DETAIL ill NOSCAl.f lJt,~llnodduoltlolront,o.MJ,FExFEll'tlllo..,Oflllolhruot 4 '""tololodct,,,-boll""t»tl>oaldowoll ofvourtP"'SI0-5"0-L 5 t:".::c,"";:"~=:.,,•c;,r"'"""' -~·"' S.o!IM" "'"~ ""'' I !;r-14C-9CIOPVC~o,,.-.m~,.-'1nod.P~..,oo .... D<P.Cla"' l ~:,1i1o;-:i~~~~$"~'"'or:.."°~o~.'kS.F. 18 ~Q""'" ""~ °\'tgullo,.Jlooll,on• tw)fol. vg~oold bo ~looed 1g1•to,:,wf$O""loooo1-;,,n"'°"'"°""'"g"/"'"'1io00"'-""1otcop Tl!nJO!bl°"""perSJ0-,10-L-A. BILCO LADDER UP SAFETY POST ,7':?1., ,/ \ If ' ', \ \ ' '\ -~:i~·' ,;,1/ ~' ' ' G)Pulluploop @ Release rad w/vin~ lift handle @Lockup bracket 0Bolandngspring @square tubing @Adjustoblemount;ngchanne( (i)clampbraoket @stoinlessstee(mounUngbolts (¾-16x2") GY'J;' NOTES 1. The Sileo LodderUP safety post is furnished completely assembled ready to mount oo rear oflodder with clomp brackets on climbing side. Ladder must be strudurcllysoundond secur,,lyanohorad. 2.0nhollowro,undrung!oddersinserlsolidroundbor (soms length os rung) into the top two rungs to provideodditionolslrenglhondpreventcrushing¢I therungwhenthelodderUPisfostene<i. 3. Ad;.,stoble mounting fits ladders w;th rurig spacing up to obout 14" [355mm] center to center. 4. Clomp brocket may be re""rsed to occommodo!e rung sizes of 3/4" [19mm] to 1 1/4" [32mm] with slondord 2• [51mm]bolts furnished. Larger rungs will require longer bolts CITY OF NEWPORT BEACH PU!lUCWORKSDE.l'AATMJ:NT STANDARD VAULT LADDER IlltAWINGNO. TD-0-L Ii'! l>'l FIRE-WATER CONSTRUCTION NOTES NOTE: AIL flfllNGS TO BE C-110 /ADJUSTABLEINOICATOR POSTl'I\UiTMIPERSI\ITCH CROKER TWO-WAY CLIIP£RINLETMOEL 6420SERIESOREOUAL FIRE DEPT.INLET CONN. "' z 0 i=l tl I 0 '-' I>: ~ --'-'--r-~ 0---~~~~~~~:~~~Ai.Jk~:~I,NG @-INSTAl.l. FIRE DEPARTMENT CONNECTION PERDITAILHEREON CITY"S UTILfrY YARD AT 9-49 WEST 161H STREET. @--CONSlRUCT A WET BARREL ~E HYDRANT P£R CltY srn-500-L @-:r:i.s~~~:IN~ 9:,A:-_\!!\PIPE (WATER UNE) 0-©-©-0-©- TAPOOOEXISTINGWAlERMAINPERCITYSl'D-507-L INSTAl..1.. a• DOUBL.E CHECK OEIECTOR MASlER SERIES ff1&/ PER STD-517-L INSTAl.1. 2"WAlER SEIMCE PER CITY SJD-503-L INSTALLPRESSUREREOIJCIIGSTATIO}IPERC!TYSI0-521--L INSTALL6"X8"REDUCERMJTOATTACHPROPOSED8"TOEXIST1NG6" WATER LINE ALONG WITH TRUST BLOCK REDUCER PER STD-51D-LB INSTALL8"X6"1EEMJXMJ INSTALL8'X8°1EEMJXMJ @--INSTAl.l.8°X8°11.25"0UCT1L.E MJXMJFlmNG & @----1t.STAl.i. B" FE X t.ll '-'.lE VAi.YE @----l~AU. J" SER'IICE UNE INSl"AU.~3~REPRINCIPl£1W:KFLOWD£v"lcrP£RCITYSTD--520-L & @--=""'"sc"°AU.~1'""'°"1°'"""''°"''"'°"':::'::;PER=Cl1Yc'.'S10-=502=-c~--~~-~_,.,; ®-INSTALL 1" PRESSURE PRINC1PLE BACKFl.OW 0£VICE PER Cl1Y SlD--510-L-A @--IHSTALLPOSTINOIOOORVALVEPEROCTAILHEREON CAL TRANS NOTE: NEWINSTALlATIONSOFUTIUT1ESANDLITILl1YF/ICIUTIESREQUIREAMINIMUM OEPTHOFCOVEROF36",ANOUTILITYSER\IICECONNECTIONSREQUIREA MINIMUM DEPTH OF COvER JO' WITHll>I STATE RIGHT OF WAY. ) POST INDICATOR VAULVE DETAIL fil-WATER l,(.IJN LOCATION CHANGED 01.Jf'. CAI.TRANSCURBANOSIOEWN.KRElOCATION, 4'"X2-1;2·x2-11r DETAIL AT FffiE DEPT. CONN ASSISTANTCITYENGINEER R.C.E.N0.4621♦ 6"UNLESSNOTED 0993-2012 200-300 W. COAST HWY. WATER PLAN M'l"o. OESIGNr C. Q. DRAWN C. w. s. CITY OF NEWPORT BEACH xxxxx f--~~--~=~---~-+=rnre=,='/i.~,~. ,'-'. =-~, ~,~,,-PUBUC WORKS DEPARTMENT SHEEr 12or 16 D,IJE EIY DESCRIPTION CAL TRANS NOTE: NEW INST/IJ.JATIONS OP unurn::s ANO UTILITY fACILmES REQUIRE A UINIMUM OEP'!1-10FCOVEROF36",.o.NOUTIIJTY SERVlCECONNECTIONSREOlllREA MINIMUMOEPlHOFCOVER30"WJJHIN STATE RIGHT OF WAY. Underground Service Alert of Southern California Call: TOll FREE 1-800 422-4133 NOTICE TO CONTRACTOR PURSUANT TO ASSEMBLY Bill. 3019 NO EXC4VATION PERMIT IS W>J,JD UNl.,ESS TH£ CON'IRACTOR CONTACTS AND OBTAINS AN INQUIRY LO. NUUIJl,R FRO~ "l)NOER-GROUOO SER\IICE =-Jtiil~ItrilJi~1f:l,_¢l~TWOWOllKll>lGO/\YS 3 PAOPOSE08"LINE I I~ t ----I -: ,-H-1 : ~--_-__Tl __ --t--~ -i-c-Jt --r I I I -- L _ -_J I I GRAP!IlC SCALE '~ (INFD:T) 1 INCH• 10 Fl'. DETAIL --S'f:-,,r,,n,;,,'I NOTE: * ~=CTI~ ~~ m1Glftr~R p::t~$ CHANGESTOllilSPlAN FIRE-WATER CONSTRUCTION NOTES NOTE, Al..l. FITTINGS TO BE C-110 0---=~~~~~~~:Jtrt~~v'.!i_~M~~~NG @----lNSTAlLFlREDEPAR'TMENTCONNECllON PER DETAIL HEREON CllY's UTILITY YARD AT 949 WEST 16TH STREET. @-CONS'fRUCTAWETBAARELFlREH'tllAAmPERcnYSTO-~L @-~8:miFREl.laa'.:~~~nY~~~LPlPE(WATERUNE) ©-©-©-0-©- TAP INTO EXISTING WATER MAIN PER arY !NSTAU. 8" DOUBL£ CHECK DETECTOR WS1'ER SERJES frffN PER STD-517-L INSTAU.Z'WA1ERSER\IICEPERCIIYSTD-50J-L INSTAU.PRESSURE'.RElllJCING STATION PERCflYSTll-521-L INSTAU.6"X8"REDUCERMJT0ATTACHPR0POSEDS-TOEXISflNG6" WATER UN!o: ALONG Wm-t TRUST BLDCK REDUCER PER STD-510-LB INSTAU.B"X6"1tEMJXFE l~AU.8"X8"TEEWX FE Bl.OCKSPERSTD-510-L-A @---~~}'~~ 11.:W OUC111 @-INSTAl.LB"FLANGEXMJCATEVM.VF. @-J;STAl.1.J"SERVICEUNE g lliSTALLi5~REPRINCIPLEBICKFl.OWOEVICEPERCITYSTD-520-L-A & @'--=-,..,"'-.c~,-:-.,.:;;;:;;"""""=';;;""~"'~-_;.,.,;-.;;..,;:::_,,;;c,;c;__,_~--~~-~~ @- @-- INSTALL 1" PRESSURE PRINCIPLE Br\CKFLOW DEVICE PER CITY STD-520-L-A 0993-2012 CALTIWISCIJRBANDSlllEWAl.KREI.OCATION, 200-300 W. COAST HWY. ASSISTmT CITY ENGINEER R.C.E.ND.o!M14 WATER PLAN ~TE BY APP'O. DESIGNfP c. 0. DRAWN c. w. s. CITY OF NEWPORT BEACH XXXX)( f-_L_J __ __,=;:;;;--------'---ta.,"""''"''g.c",~ .• 't;;, ... rr.-,,~,~.,9PUBuc WORKS DEPARTMENT SHEET130F 16 VICINITY MAP NOTTO SCALE LEGEND GUIIRO POST l'ROP€RTYUNE ,;w BLOCKWJ\1.1. WO WOOODECK Q'. -UGlffSTA!iDAAO me ELECTRICAL ~-TRAFF!CSIGNAL WATENUETER ,OOOra«> PULLBOX ""'"- """'""' ~-RIDGE "' '" Fl~HYIIRANT FG -FINISHEOGRADE TS -TOPOFSlEP CO -CLE'ANOUT " ro OR - " BS (000) OR SOUAREFEET FOUND TOPOFORAltl IDGEOFGUTTER ™""' BACKOfWH..K TOPOFGRATE EXISTINGGRAOE "" GB CONSTRUCTION STAKING NOTE TOf'OFCURB ""'"°" GRADEBREAK BOTI'OMOFSLOPE FltllSIEOSURFACE THESE IMPROVEMENT P~S HAVE BEEN PREPAAEO WITH THE INIENflHAT 1HEF11WOF~EMGINEERINCCOMPANYWII.LBEPERFORMINGTHE CONSTRUCIDISTN<IOOFORlHECOMPlEIEPROJECT.IF,HOWE'IER ANOTHER ENGINEERtlG AND/OR S\JRVEYING FJRl,I SHOULD BE EMPLOYED TOUSE'fHESEl>l.»ISFORT!iEPURPOSEOf'CONSTRUCTIONSTAKlNG, NmlCEISHEREBYGJVENTWoTTHEFlRMOFANACALENGINEERING COMPIIN'fWILLNOTASSUMEAHfRESPONSIBIIJfYFORERRORSOR OMISSIONS, IF ANY, WHICH MIGHT OCCUR ANll WHICH COULD HAVE BEEN AVOIOEO,CORRECrEDORMl'IIGATEDIFNW:AI..ENCINEERINGCOMPAH'I' HADPERfORMED'ltiESTN<INGWORK. Underground Service Alert of Sriuthem Colifomlo Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG NOTICE TO CONTRACTOR PURSIJANT10ASSEMBLYBILJC19NOEXCAVATIONPEmlfT IS~AI.JDUNL£SSTHECONm.lCfORCONTNJfSANDOBT,11NS ANIN0UIRYl,D.NJMIIERFROM"\R-IDEIHil!OONDSERl'ICE = .J,1=~~1m.,¢1i~ 1WO WORKI~ DAYS 01lNER OR DEVELOPER \IBASPROPERTIES 1TTS B. NEWPO!lT BOULEVARD COSTAUESA,CA92G27 SOILS ENGINEER ~EASTSLAUSON LOSANGEl.ES,CA90040 323-889-5300 JOBN0.4853-10-0881 Jl/LY14,:2010 SHEET INDEX -""'--"' '"""""" """""' WATER""' ~ ARE.l OF CONSl'RUCTION EMERGENCY TELEPHONE NUMBERS AGENCY SOUTI-lERN CJJJl'ORNIA GAS COUPA!o+Y SOUTHERNCJJJFORNIAEDISONCOMPNfY PACFJClEL.EPIIOOECOMPAN'I' CIIYOFNEWPORTBEACH{UTllffiESDEPT.) COUmYSAl'llrATKlNDISTRICTS ADELPHIA CABLE UNDERGf!OIMDSERVIC£ALERr TELEPHONE 1-B00-624-8153 1-800-611-1911 949-64+-3011 714-962-2411 949-542-6222 1-600-~22-4133 PUBLIC WORKS DEPARTMENT MARINERS POINTE WATER MAIN INSTALLATION FROM DOVER DRIVE AT WEST COAST HIGHWAY INTERSECTION TO 364' OF DOVER DRIVE ALONG NORTH SIDE WEST COAST HIGHWAY APPROVED: DIRECTOR OF PUBLIC WORKS R.C.E. NO. 36106 APPROVED: DEPUTY PUBLIC WORKS DIRECTOR/CITY ENGINEER R.C.E. NO. 24967 LOCATION MAP CAL TRANS NOTE: NEW INSfAUATIONS OF UTIU'r1ES ANO IIT1l..ITYFACIIITIESREQUIREAMIIIMUM DEl"rHOFCOvEII.Of'36',ANDIJTlurY SERVICECO~ECTIONSREQUIREA MINWUM DEPTHOfCOVERJO"WfTHIN STAlE RKl!T OF WAY. DATE: DATE: BENCHMARK EASTERLYOf'lH(WESl'ENDOFlHESOUTHERNGUARORAIL A;ONGBRIOOE.MONUMOOISSEJllVEl.wmllHES11lEWA111'.. ELE.VATIOM: 19.25!1 Ft.Er (NAWBD) GENERAL NOTES 1.AU.WORKOET.&HD0NTl£SEPlANSTOBEPERFOOME0\kl0ERC0~S!Wl.,EXCEPTM>arHEllWISl'::STATEDINTHE cm"SSTN«lARDSPECw.l'ROt'ISIONS,OR!fflHISCOlf!RACl'SSPECIAI.PRIMSIONS,BECON!ITRUCTEDINACCORtlANCEWITil THE"STNUJAAIJSPEaflCAllONSFORPUBUCWORKSCONSTRIJCTIOH."2009EDll10NAHDSUPPI.EMENTSTOOATE. 2. EXISTINGUNOERGROUtlDLmUTIESARESH0'/1111/>SPERAVAII.JIBLERECORDS. TI£CONIRI\CTORSHAU.BERESPONStBL£FOR VERFYINGTHEACruALLOCAT!ONANDa.E.VATIONJNlHEAElDPRIORTOBEGINNINGCONSTRUC!"IONOFNEWFACIUTIES. 3.STATIONINGREFERSTOPIPESTAllONSUNtESSOTHERWISEIND!CATED. 4. THE WAU.S ANO FACE OF ALL EXCAVATICWS GREATER TIWI FIVE (5) FEET IN IE'Tli SHAil. l3E EfFECTIVEI.Y GUARDED BY A SH~INGSYSTEM,SLOPINGOfll£GROUNDOffOTtEREQUIVALENTMEANS. TRENCIESOREXCAVATIOHSLESSlliAN FM:(5) FEET IN OEP'fll SWU ALSO BE GUARDED WHF}J E)(AMW.TlON INDICATES THAT HAZARDOUS GROUND MOV[MOO UA.Y BE "'"""· 5.~CO~(S)SIWJ.0BTAINAPERMITTOPERFORMEXCAVATI0N0R1RENCHWORK/>SIJESCRIIEDINNOTE4HJQ(E 6. AU. WATER PIPE SIW..l. BE BEDDEO PER CITY OF NEWPORT BfACH SID-106-L. AND ALL SAND usm FOR BEDDING SHAU. BE MINIMUM JO S.E. 1. AU. WATER MAIN FIITlNGS SIW.l. BE MEaWllCAL JOINT DUCTILE IRON (CL 52 MIN.) UNLESS QlHER'fjlSE SPECIFIED. AU. WATER t.WN FITTINGS SHAU HAVE' AN 8 mm LOOSE POLYEIHYLENE: ENGISEMENT PER SECTION 207-9.2.6 OF Tl£ STNIDARO S!'EClFlCA.TION. POI.YEn-MfNE SIW.l.DE TIGlillYWRAPP£D AND TAPED lO PIPEWIIH 1D mm Ylmt TAPE. B. lHRUST 81..0CKS 51-W..L BE INSTALLED ON AU. WATER WJN RTTINGS IN ACCOROANCE WITH lHE CJlY OF N£WPORT BEACH STD-510-L 9. WAlER MAINS SHAlL HAVE A MINlldUM OF J6" OF C<MR FROM FINISHED SURFACE. 10.1HECONTR,'CfORSHALLNOTIFYTHEF1REDtl'AlmlENT411HDURSlNNJVMCf.OF'A5HUTllNG OffOFIIN'fFlREH'l'DIIANlS AT(71<4.)644-J106. 12.ALLFIANGEJOIK!SSHALLBEJOINEOIJTlUZINGT'IPEJ16STAl~Slm..NUTS,WASHERSANDl£X-HEADBOl.'fS.CASl<El'S SIW..LBEFULLFACED,ClOTHREINFORCEDBUNA-NRUBBER. 13. R.EX AMl lRANSmON COUPLINGS USED TO JOIN PIPE IN WATER WJN CONSTRUCTION SHALL HA\IEAU. lHREADEO PAR'ISA111D JOIIINGIW!ilWAREFABRICATEDFROM1YPE316STAINLESSSTEEL 14.PIPEHAANESSASSEMIIJ.ES,VALVEA1€1FITTINGRESTRAINTSANDSHACKI..E--ctJMPASSEM81.£SSIW.LBEJOINEOIJTlUZING lYP£ 316 STAINLESS SJEa ALL-lH~ ROD, NOTS, BOLTS All) WASHERS. CLAMPS, S-W:KLES ANO OlliER HAROWAA£: ~~ ~ ~g/JN~LE IRON WHERE APPROPRIA.lE, 811T MUST DE COAlED UBER,1,1..LY WITll CORROS10N. 15. BOLTED CONNECTORS FASRICAlED FROt.l TYPE 316 STAINLESS SlEEL SHAIJ. HAVE All. lHRfAOEO PI-RfS COAlEO LIBERALLY WITH AN APPROvED ANTI-SIEZE COhlPOIJNO. 16. ALL BOl.n:D ANO THROOEO FASTENERS SIWJ. 8E MANUfACTUREO ti lHE UNITED STAlES OF Atro!IC'A ANO SAAJ. CONFORM !fs1H:~=~o~l~~~BE~~ED~~~=~~~J:ur%RJ~ASTU AND 17. TttECCNIRACTORSl'WJ.REQl/ESTINSl'ECllONFROMlHEPUBUCW0RKSDEPAITTMENT48HOURSINADVANCEOFPERfORMING Nl1 WORK AT 644-3311 FOR PUBLIC WORKS, AND 644-3011 FOR IJTIUTIES. THE PUBUC WORKS DEPARTMENT INSPECTOR SHAIJ.ALSO BE N011FIID AF1ER PLACEMENT OF FORMS AND PRIOR TO P!.ACEMENTOF'IIN'fCONCREIE FOR CURa#O GtmER SOTHATTHEFORMSCANBEctlECKEOFORUNEAND~ANl>COUPAffll.ITYWlTHEXISTlNGCONSTRIJC110N. 18, WA'IIR LINE OISTANC£S SI-IOWN ON lHE Pl.AN AND IN THE ESTit.\AlED QUANTillES AAE HDRIZONTM.OIST.o.NCES. 19. All MECHANICAL JOINTS SIWJ_ BE 11$TAUID WITH RETAflER GLANEJS. 20.CONrRACTORSHALL't'ERIFYOEPTHANDLOCATlONOFALLWAlERCO~ECTIONPOIITTSPRORTOCOUMENCEMENTOF CONSTRUCTlON. 21.T1£COlffilACTORSHALLl!e'TAllONKEWMWA'!IRUAINA1DGAlJCEINSUI.AlED'!R,l,CING\IIIREP£RlHEINSJRt.KmONSFOR UTILJTIES REPRESENTATh'E. LOREN LOVE (949) 718-3410. UTILITY NOTE 1HEEXSIENCEANDAPPROXIMATEl.llCA,'llONOFUtllERGROUNDU11.I1lESORSTRtJCTURESSHOWNONMSEPL.ANSWERE UNDERGROlJl,ID1IJTllJTIES OR STRUCTIJRES EXCEPT ,s SI-IOWN ON 1H1S 'IMP. 'OF O'~R K'~O'lo"i.EOGE T'rlERE ARE NC EXISTING lHE CONmACTOR IS REQOOEO'IO TME olJt PREC'AUTIONAAY 1,HCASI.IRES TO PROlECl'lllE UilUTlES OR STRUCruRES SHOWN ANO AHfan-JERIJTltmESOR SUBSJRUCTURESATTHESITE. ITSHAJ..i.BET1£CON1RACIOR's RESPONSIBIUTYTONOTlF'l'llEOWNa!S OF lHE UTUTIES OR STRUC'IURES CONCERNED BUORE STAITTING WORK. UNAUTHORIZED CHANGES AND USES ~o::m~~~ ~~~k~~sLLM~ :1~f?,Il~~~~MIJ&"B~~u~~~ OR THESEPLANS. JOB SITE CONDITIONS CONSTRUCTION NOTES FIRE-WATER CON&i'RUCTION NOTES N01E: All. FITTINGS TO BE C-110 CD--~~R~tl~~S~~~rv't.~M~~~ @---~~ET~rEH~ENT GONNECTION ~~~~~AR~~g:rwi:~6THPER~~~-l @---INSTN..L8"X6"1EE INSfALL 8" FllEUNE CIAS$ 900 A'WA CHOO PIPE (WAlER LINE) ®-INSTALL 80 X B" TEE BACl<flLLANDBEOlllNGPERCllYST0-106-L 510-L-A TAPINTOEXlSTINGWAlERt.WNPERcnYST0-507-L J --~ ti .,;, 0- 0933-2012 li 1 -WATER UAN LOCATION CHANGED DUE 200-300 W. COAST HWY. AOomONAL flRE HYDRANT IS LOCATED ACROSS WEST COAST HIGHWAY. t,IUNICIPALOPEAA110NSOIREC'roll CAL1RANSCURBAND5IDEWALKRELOCATION, ASSISTANT CITY ENGINEER R,C,E.N0.46214 APP'D.DESl~C.Q,ORAWl'IC.'11.S. CHECKED DATE D.C.. 9 812 WATER PLAN TITLE SHEET CITY OF NEWPORT BEACH xxxxxx PUBIJC WORKS DEPARTMENT SHEEr11 OF 16 CAL TRANS NOTE: NEWINSTAl..lATIONSDFUTIUTIESANO trTUTYFACILITlESREQUIREAMINIUUM OEPTHCFCOVERCF38",ANDUTIUTY SE!M:ECONNECTIONSREQUIREA MINIMUMDEPTHOFCOVERJO"WIDIIN STATE.RIGHT Of WAY. Underground Service Alert of Southern California Call: TOLL FREE 1-800 422-4133 lWO WORKING DAYS BEFORE YOU DIG NOTICE TO CONTRACTOR PIJRSU.,IM"TOASSllllllY91LJIJ19ND~PEIIM'f ISVM..llUNI..ESSlllECONTRACTORCONTACISANDOBTAIHS AHIWOUll'n'l.b.NUll!IERFRDM"UNDER--GfiOUNDSEIMCE: = .J,1~;it1~~ lWO WDIOOIIG tlO.YS -·'11----=+~-- I: ~--------- Ii -Fa3 L __ .J I------------+----- I tl! I j 0 ... .,, COAST IDGBWAY GRAPIDC SCALE ·~ ( llf nm) 1 INCB-1D FT. ~ ti l"I = "' l"I l"I "' ~ I z 0 t.) ~ 0 I>, NOTE: * ~~~Cll~9. We%'~ ~G~~R p~~\~ CH,1,NGESTOTHISPLAN FIRE WATER CONSTRUCTION NOTES NOTE: ALL FITTiffGS TO BE C-110 CD-~~~~~t:JfuTE~~v'.i'._v'k~~~G @- ®-CrTY'S llT1LrlY YARD AT 949 WEST 16TH STREET. OOHSTRUCT A WEr BARRa FlRE H'lllRANT PER CITY STD-500-L lNSTM.1.,FIRS.lNECWiS900AWWAC9DDPIPE{WATERUNE) ®---@- INSTAil_ FIR£ DEPARTMENT CONNECTION PER DETAIL HEREON INSTAI.L8"X8"TEE INSTALL8"X8'TEE ©-11,1,CKFllAND BEDOJNG PER CIIYSTD-106-L 16 INSTALL lRUST BLOCKS PER STD-510-L-A ©-©-:r:i 8~:~:::;N D= ~=~ERIES @----=-::;•~ :• ~1·: AND HKlH Dm£Cl1~ ~ ~~~~~S~PERaJYSlD-50,J-L @)=-= INSfAl..l.8 W UJGA: VAL'tt: ©- I"5TAU.PRESSIAIEREllUCll(GSTATIONPERCrtYSTIHl2.1-L = 0----®:-~~-1.,"",.'"-""'!'·~x~•!!!!·'"l"~'wlh.e,;'ER)!"'c!!J/J'>!--'"~•/';§,~(/$!:,jl!&!"tfl:!t~'sro~srok"';;c~t9c!-c)J'c,!,.'·-~,.:;_~ & INSTAl.l.efPRESSURE PRINCIPLE BACKFLOW DE.VICE PER CITY SID--520-L-A ~'-'-'1,sr"',u.C-.1'-"• -=nC:,ONc';;Ma;tlER;:':P<R=cnY=sm:"C--502~_-.,-,~~~~~~~ L!i INSTAU.1" PRESSUREPRINClPL£ EW:KflOW OO'ICE PER CITY 510-520--L-A INSOO.LPOSTINDICATORVAI..VEPERDErAILHEREON 10 @--@- / P~~:ir,:piCAJ:TCH ) POST INDICATOR VAULVE DETAIL i 00 II] N PRESSURE REDUCING STATTON CROKER MO-WAY CLAPPERINLITMODEL 6420SERIESOREQUAL FIREDEPT,INLCTCDNN. 4"X2-1/2"x2-1/2" -521- DETAIi, AT FIBE DEPT CONN 1 -WAlERIAAINI.OCATIONCHNIGEDDUE CALlRANSCURBANDSIDEWAI.KRELOCAOON, 6"UNLESSNOTtD 0993-2012 200-300 W. COAST HWY. WATER PLAN Cit ... 1§ ~ 1~~~~~:::!=1:1:~=::!~°TT!'~-::--:: <.) ~ CAL TRANS NOTE: NEWflSTM.J.AT10NSOFIJl1IJl1ESAND IJl1UIYFACIIJl1ESREQIJIREAMtllt.lUM DEl"lHOFCO'w'EROFJB",ANDIJIIUTY SERVICE CONNECTIONS REQUIRE A MINIMUMDEPTHOF'OOi'ER30'W!THIN STATE RIGHT OF WAY. Underground Service Alert of Southern California Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG NOTICE TO CONTRACTOR PIJRSl.lld{TTOASSEMIILYBIU.J01900EXCA'H.TIONPERI.Jr ISVALIDUNLESS'IHECONTRACTORCONTACISANOOaTAINS ANIN0UIRYI.O.NUM!IEAFR0r.l"IJNCER-GROUNDSER'IICE =-J:~1~:~lWOWORl<IHG M~ ss- 3 ---\G)----(CJ GRAPHIC SCALE (Dl'll'DI') 11HCB.,10 FI'. ~ 00 II] N FIRE-WATER CONSTRUCTION NOTES NOlE: AU. RTTINGS TO BE C--110 CD-~~~Win~~~Jtrir:Ai.~M~~~ISTro @-INSTALL FIRE DEPARTMENT CONNtcTION PERDETAILSH£ET12 CITY'S UTIL!TY YARD AT 9-19 WEST 16TH STREET. @--CONSiRUCTAWETBARREl..FlREHYDRANTPERCIIYSID-500-L @-INSTALL 8" FIRfl.lNE CLASS 900 AWWA C900 PIPE (WATER LINE) llACKFll.LNIDBEDDINGPERCJTYST0-106--L ©-®--©-CD- ®-- TAPINTOEXISTlNGWATERWJNPERCllYST0-507-l INSTALL 8" DOUBLE CHECK DETrCTOR MASTER SER!ES 87/!N PER ST0-517-L INSTAU.2:WATERSERYICEPERCIIYST0-503-L INSTAUPRESSUREREDUCINGSTAllllNPERC!lYSTD-521-L INSTALL 6" X a· REDUCER TO ATTACH PROl'OS£0 a· TO EX1Sl1NG 6" G Wl1H TRUST BLOCK REDUCER PER ST0-510-LB l"IRRIGATIONUETERPERCrrfSlD-502-l INSTAl.11"PR£SSUREPRIMCIPL£8ACKFLOWDEVICEPERCIIYSTD-S20-L-A INSTAil. POST INOICA.TORVALVE PER OErAR..SHE£f 12 1 -WATEFIWJNLOCATIOHCIWIGEODUE CAl.llWISCURBANDSllEW,o\J,KR'El.OCATION, INSTAU.8"X6"1EE INSfAU.8"X8•1EE NOTE: * POTHOLEANDLOCATEUTlUTlESPRIORTO CONSTRUCTION.NOTIFYENGINEERFORANY CHANGESTOTHISPLAN 0993-2012 200-300 W. COAST HWY. WATER PLAN 1,PP'D. OESIGNft!c.Q. OR/liWNc.w.s. CITY OF NEWPORT BEACH XXXXX CHECKEO DATE o.c.o. 92812 PUBIJC WORKS DEPARTMENT SHEIT130F 16 GRADING NOTES 1. Al.J.r,()fli{SIW.LCONFORIIITOCf-lllPTER150FTHENE\IIPORTBEACHI.IUNICIPAL CT.':-.~ (NBMC), Tl-IE PROJECT SOILS REPORT AND SPECIN__ REQUIREMENTS OF THE • .--: PERMIT. D\JsHHALl BE CONTROU.ElJ Br WATERING AND/00 DUST PAWATNE. J, SANITARY FACILITIES SHAU BE MAINTAINED ON THE S11E DURING THE CONSTRUCllON PERIOD. 4. WORK HOURS ARE rnm:m FROM 7:00 AM TO 6,30 PM t.lONDAY Tl-lROUGH FRlDAY: 6:00AM TO 6:00 PM SATURDAYS; AND NO WORK ON SUNDAYS Nm HOLIQAYS PER SECTION 10-28 OF IBE NBMC. 5. NOISt, EXCAVATION, DELIVERY ANO REMOVAL SH/,,1.1. BE CONTROL\£0 PER SECTION 10-28 OF THE NBUC. 6. THE STAMPED SET OF APPROVED PV,NS Sl-lAlL BE ON THE JOB SITE AT ALL TIMES. 7. ~~NE ANO CONTRACTOR ARE R£SPONSIBLE FOR LOCATING AND PROTI:cTING 8. APPROVED SHORINCI, DRAINAGE PROVlSIONS AND PROTECTII/E MEASURES I.IUST BE USED TO PROTECT ADJOINllfG PROPERTIES DURING THE GRADING OPERATION. 9. CESSPOOLS AND SEPTIC TANKS SHALL BE ABANDONED IN COMPLIANCE W1IB TiiE UNIFOF!U PUJMBING CODE AND APPROVED BY lHE 6\JILDlNG OFFICIAL tO.HAULROUTESFORIMPORTOREXPORTOFMATERIALSSHALLBE,IJ'PRO\fEO!l'(lHE i~ =IC ENGINEER ANO PROCEOORES SHALL CONFORM WITH CIW'TER 15 Of 11. POSTT!VE DRAINAGE SHAU. BE U/IJilTAINED AWAY FROU ALI. BUILDING AND SI.OPE "'"'· 12. FAILURE TO REQUEST INSPECTIONS mD/OR HA\/E REMOVABLE EROSION COMTROl DEVICES ON-SIT£ AT THE APPROPRIATE T!AIES SHAU. RESULT IN A "STOP WORK" O~DER. 13. Al.LPLASTlC OR.l.li>IAGt: PIPES~ALlCONSISTOFPVC OR ABS PlASflC SCHEDULE 40 OR SOR 35 OR ADS 3000 WITH GWEO JOINTS.. 14. NO PAINT, P\ASTER, CEMENT, SOIL, MORTAR OR (l1H[R RESJ[llJE SfiAtL BE ALLOWED TO ENTER STREETS, CIJRBS, GUTTERS OR SfORM DRAINS. ALI. t.lAlElllAL AND WASTE SiW.1. BE REMOVED FROM TliE SITE. EROSION CONTROL NOTES 1. TEMPORARY EROS!ON CONTROL Pl.ANS ARE REQUIRED FROM OCTOBER 15 TO MAY " :: ~:y c1~ROL DEVICES SHALL BE AVAILABl.E OIHilTE BETWEEN OCTOBER 15 4. BETWEEN OCTOBER 15 AND MAY 15, EROSION COlffllOL MEASURES SfW..L BE iN Pl.ACE AT THE END OF OCH WORKlNG DAY WHENEVER THE FM:-DAY PROBI\Bll.lTY OF RAIN EXCEEDS 30 PERCENT. DURING THI:: REMAINDER OF THE YEAR, THEY SHAU BE IN Pl.ACE AT TI-lE END OF THE WORKING DAY, WHEMCVER THE DAILY R>.INFALI. PROiWlll.lTYEXCEEDS50PERCENT. 5. ID.!PORARY DESlLTING BASINS, WHEN REQUIRED, SHALL BE INSTM.L.ED AND MAIITTAINEDFORlHEOURATIONOFlHEPROJECT. REQUIRED INSPECTIONS • 1. A PRE-GR/\OING MEEllNG SI-IAI.J.. BE SCHEDULED 48 HOURS PRIOR TO START OF GRMllNG WITH THE FOLLOWING PEOPLE PRESENT: OWNER, GRACING CONTRACTOR, OESIGNCMLENGINEER, SOILS l;J,IGINEER, GEOLOGIST, CITYBUII.OiNG IN5!'£C10R OR THEJR REPRESENTAFIVES. REOUIRED f7ELD INSPECTIONS WILL BE OUTLINED AT THE MEEl1NG. 2. A PRE-PIMNG UEErlNG SHALL BE SCIIEOULED 48 HOURS PRIOR TO SfART OF lliE SUB-GRADE PREPAP"''""' '"" ,,._ '"'"" "'"' ,,,L ,vu_um"" PEOPLE PRESENT: OWNER, PAVING CONTRACTIIRS, DESIGN CIVIL El-lGINErn, SOILS ENG1NEER, CITY !!,U~lD:::G 6~~0~Toire:J:_Rc:SENTATNES. REQUIRED f7ELD INSPECTIONS DOCUII\INTATION 1. AN AS-BUILT GRAOING Pl.AN SHAU. at PREPARED BY THE CI\IIL ENGINEER INCUJOIM:ORIGINALGROUNDSURFACEELEVATIONS,PSGRADEDGROUNDSURFACE ELEVATIONS,LOTDRAINAGEPATTERNSANDLOCATIONS,IINDELEVATIONSOFAU. SURf"ACEAMJSUBSURF~DRA!NAGEFACiLmES.HE/SHESHALLPROVIDEYIRITfEN APPROVM. TI--IAT THE WORK WAS DONE IN ACCORDANCE WITH THE FINAi. APPROVED GRALMNG PLAN mD STATE 1HE NUMBER OF YARDS OF CUT ANO/OR FILL MO','[{) DtJRlNG Tl--lE OPERATION. WRITTEN APPROVAL AS TO THE ADEQUACY OF THE SITE FOR THE INTENDED USE ANOCOUPl.EllONOF'NORKlWIICCOROANCEWITi-lTHEJOBSi'ECIFICATIONS. 3. A GEOLOGIC GRADING REPORT PREPARED SY ll-1E ENGINEERING" GEOLOGIST, INCLI.IDING A FINAi. DESCRIPTION OF THE GEOLOGY OF THE SITE. INCWDING MN NEW INFORMATION OJSCLCSEO DURING THE GRADING AND 17--IE EFFECT OF SAME ON RECOMMENOAT!ONS INCORPORATED IN THE APPROVED GRADING PLAN. HE/SHE SflAI.J. PROi\DE WRITTEN APPROVAL M, TO THE l>J)EOIJ~ Of THE SITE FOR THE INTENDED USEASAFFECTEDBYGEOLOGICFACTORS. UNAUTHORI'lED CHANGES AND USES CAIJ"!KIN:THE ENGINEER PREP/IRING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESc PLANS. ALI. cw.NGES TO THE PLANS MUST BE IN WRmNG AND MUSf BE APPROVED 8'( "JHE PREPARER or TliESE PLANS. JOB SITE CONDITIONS CONSTRUCOON CONTRACTOR A.GflEES THAT IN ACCORDANCE WITH GrnERALLY ACCEf'TED CONSlRIJCT!ON PRIICTICES, CONSl"RUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLEWDOOMPl£TERESPONSIBLJJYFORJOBSITECONDmoNS DURING THE COURSE OF CONSrRUCTION OF TliE PROJECT, INCWDING SAFEIY OF ALL PERSONS AND PROPER'IY; OOTTHIS R£0UIREMENT Sli.lll. OC MADETOAPPLYCONTTNUOIJSLYIWO NOT BE UMITTD TO NORMAi. WORKING HOURS, IWD CONSTilUCTION CONTRACTOR FUR1HER AGREES TO OEl'ENO. INDEMIFY ANO 110LD DESIG!-1 PROFESSJOHAL HARM1£SS FROM m-1 WD ALLLWIILITY, REAL OR ALl.[GEO, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPIING UABILIIY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL APPROXIIIATE EART1!110RK QUANTlTIES THE ABO\IE QUANTITIES ARE FOR REfEREflCE AND FEE PURPOSES ONLY. lHE GRADING CONTR/\CroR IS RESPONSll!LE FOR Dfl'ERMINING HIS OWN QUANTlTIES FOR CONSffiUCTlONANDCONTRACTPURPOSES.THECONTRACTORSKALLNOTIFYlHE ENGINEER IF IT BECOMES APPARENT Tl-1ERE WILL BE AN EXCESS OR SKORTAGE OF MATER!M_ SO THAT A ACCEPTABLE SOLUTION CAN BE REACHED. EASEIIENT NOTES THE FOLLOWING ITEMS WERE FOUND IN TITLE REPORT NO. 9701JB6--JBE DA71I) FEBRUAA"!'17.2010BYlAWYERSTITLE: r.;7ANEASEMENTFORSANITARYSEWERSANDAPPURTENANCESPURPOSESTO"JHE l.:J CITYOF NEWPORT BEACH. RECORDED 10-7-t9M tN BK 3237 PG 480 0. R. Gl ANEAS£MENTFORAVIGATION PURPOSES TOTHECOUNTYOFORANGE. RECORDED L:J l--17-19641NBK6965PG7210.R. ' 0 : ~M~:f 1~~. P~-1£ LINE PlJRPOSES TO SCE. RECORDED AS INST. NO. 8582 GRADING FIIJ. & CUTS 1. GRADID SLOPES SHALL BE NOSIEEPERFf-lAN 2 HORIZONTAL TO 1 VERTICAL. 2 FlLLSLOP[SSH/IJ.I.BECOMPACTrolONOUSSTW.NOO PERCENT RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. 3. ALL Flll.S SH/\1.l. BE COMPACTID THROUGMOUT TO A MINIMUM OF 90 PERCENT RUATIVE COMPACTION AS DETERMINED BY AST!,( TEST METHOD 1557, AND APPROVED BYTHESOILSENGINEER.COMPACTIONTESTSSHM.LBEPERFORMEDAPPR@MATaY fVERYTWO FID IN VElffiCAL HEIGHT AND Of SUFFICIENT QIJANTITl'TO ATTEST TO THE OVERALL COIAPACTION EFFORT APPLiffi TO THE FILL AAEAS. 4. ARtAS TO R£CE!VE FILL Sf!Al.l BE Cl.FARED or ALL VEGETATION »JD DEBRIS. SCARIFIED AND APPROVED SY THE SOILS ENGINEER PRlOR TO Pl.ACING OF THE FILL. 5. FILLS SHALL BE KEYED OR BENCHED INTO COMPETENT UATERW... 6. All EXISTING FILLS SHALL BE Al'PROIJED BY THE SOILS ENGINEER OR REMOVEO BEfORE mY ADOITIOMAI.. FILLS /IRE ADDED. 7. NN EXISTING IRRICATION UNES AND C!SlERNS SltALL BE REMOVED OR CRU!iliED IN Pl.l\Ct: ANO SACKFlLLEO ANO APPRO\IEO BY THE SOILS ENG1NEE'.R. B Tl-IE ENGINEERING GEOLOGIST ANO SOILS ENGINEER SHl\l.l., AFTER CLl:ARING AND ?RIOR TO THE PLACEMENT OF Fill. IN CANYONS, INSPECT EACH CAl'IYON FOR AREAS OF ~DVERSE STABILITl' AMO OETfRMINE THE PRESENCE OF. OR POSSIBILITY OF FUTURE ACCUMULATION OF, SUBSURFACE WATER OR SPRING FLOW. IF NEEDED, OR/IINS WILL BE DESIGNED ANO CONSTRUCTED PRIOR TO THE PLACEMENT 01' FIU. IN EACH RESPECTIVE CANYON. 9. TttEEXACTLOCAllONOFTHESUBORAINSSHAI..LB'ESURVEYEDINTHEFIElllFOR LJNEANOGIW>t. 10. AU. TRENCH BACKFILLS SHALL BE COMPAC"TED THROUGHOUT TO A hllNIMUM or 90 P£RCENT RELATIVE COMPACTION, ANO APPROVED BY THE SOILS ENGlNEER. THE IJUILOING OEPAITTt.lENT MAY REQUIRE CORING OF CONCRETE Fl.AF WORK PLACID OVERUNltSTEOBACKFlllSTOF~UfATETESTING. 11.THES!OCKPILINGOFEXCESSWITERIALSHALLBEAPPRO\IEDBl'THEBUILDING Dtl'ARTMENT. 12.LANOSCAPINGOFALLSI.OPESANOPADSSflAI.LBEINACCOROANCEWITH CHAPTER 150FTHENBl.!C. 1J. ALL CUT SLOPES SfW..L BE !NIIESflGATEO BOTH DURING AND AFTER GRADING BY AN ENGINEERING GEOLOGISf TO DEJERMINE IF JJ,N SflllllLITY PROBLEM EXISTS. SHOULD EXCAVATION DISCLOSE AN'/ GEOLOGICAL HAZARDS OR POTENTIAL GEOlOGlCAL HAZARDS, THE ENG!NEERING GEOLOGISf SHALL RECOMMEND AND SUBMIT NE'.CESSI.RY TREATMENTTOTHEBUILOINGOEPAATMENTFORAPPROVM.. 14. WHERE SUPPORT 00 BUTTRESSING Of CUT ANO NAlURAL SLOPES IS DETERl.!lNED TO BE NECESSARY BY THE ENGINEallNG GEOLOGIST ANO SOI.S ENGINm<, Tl--lE SOILS ENGINEER WIU. OBTAIN APPROVAL OF DESlGN, LOCATION AND CALCULATIONS FROM THE BUILDING DEPARTMENT PRIOR TO CONSTIWCT!ON. 15.THEENGINEERINGGEOLOGISfANOSOILSENGINEERSHALLINSl'ECTANDTfSTlHE CONSTRUCTION OF ALL BUTTRESS FIU.S ANO ATTEST TO lHE STABIIJTY OF lHE SLOP£ ANO ADJACENT STRLJCTURES UPON COMPL.ETION. 16. WHEN CUT PADS ARE BROUGHT TO NENl GRADE THE ENGINEERING GEOl.OGISf SHALL OEJER~INE IF lHE BEDROCK IS EXTmSIVELY FRACTI.IREO OR FAULTED /IND Will. READILY TRANSMIT WAlER. IF CONSIDERED NECESSARY BY THE ENGltru:RING GEOLOGIST AND SOILS ENGJNEER, A COMPACTED FILL BlANKET WJLL BE PLACED. 17. THE ENGlNEERINGGEOLOGISfSHMJ.PERFORMPERIODICINSPECllONSOURING GRADING. 18. NOTiflCAllON OF NONCOMPLIANCE: IF RESPONSIBILITY, THE CML ENGINEER, g~~~i~ :,H ~I~/= UTILITY NOTE THE EXlSfENCE AMD APPROXlr.fATE LOCATION OF UNDERGROUND UTILITIES OR STRLICTUR£S SHOWN ON THESE PlANS WERE OETERMINED m' A SFAACH or THE AVAllABI.£ PUBLIC RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EX1STING UNDERGROUND UTIUT1ES OR STRUCTURES EXCEPT >S SHOW"1 ON THIS MAP. TliE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUllDWJiY IJEASURES TO PROTECT THE llitl.ITTES OR SlRlJCTURES SriOWN ANO m-1 OTHER UTILITIES OR SIJ~UCTllRES AT lliE SITE. TT SHALL BE M CONTRACTOR'S RESPONSIBIUTY TO NOTIFY THE OWNERS OFTHEUTil1l!ESORSTRUcnlRESCONCERNEDBEfORESfARTINGWORK. CONSTRUC'IION STAKING NOTICE "THESE IMPROVEMENT PUINS HA\'E BEEN PREPARED WITH THE INTDIT THl<T THE FIRM OF ANACAI. ENGINEERING COMPIIN'I WILL BE PERFORMING 1HE COt>ISTRUCTIDN STAKING FOR THE COMPLflE PROJECT. IF. HOWEVER moTHER ENGINEallNG" AND/OR SURVEYING FIRM SHOUUl B"E EMPLOYED TO USE THESE ?1.1\tlS FOR lHE P\JRPOSE Of CONSTRUCTION STAKIMG. NOTICE IS HEREBY GJVEN THAT THE FIRM Of AW.CAL ENGINEERING COIAP/>JN WILL NOT ..SSUME wt RESPONSIBUTY FOR ERRORS OR OMISS,ONS, IF mt, WHICH MIGHTOCCURANOWHK:HCOOlDHAVEBEENAVOIDEO,CORRECTEDORt.tmGATEOlF ~ ENGINEERING COMPANY HAD PERF'ORMED TH£ STAKING WORK. BENCHUAlll( NO. 3K-24A-82 0ESCRl8EO BY OCS 2002 -F"OUND 3.75~ OCS ALUMINUM BENCHMARK OlSK STAMPED "3K-24A-62", SET IN TOP OF A CONCRUE BRIDGE DECK. l,IONUMENT IS LOCIITED IN THE SOUTHWESTCORNEROFTI-IEINTERSECTIONOf PACIFJC COAST HIGHWAY AND NEWl'ORT !!A'/ CROSSING, 42 f"EET SOUTHERLY OF THE CENTERLINE OF PACIFIC COAST HfGHWAY ANO 37 FEET EASTERI.YOF1HE~ENDOfll-1ESOUTHERNGLIARDRAIL A;ONGBRIDGE. MONllMENTISSEI" LE11ELWl1H Tl--lE SIOEWAI.X. ELEVATION: 19.259 FEET (NAVO!IB) SOilll ENGINEER SLADDENENGIN£ERING 6182STAITTONAVE. BUENAPARK,Ci\.90021 714-523-0952 PROJECTN0.444-11058 DECEMBER 19, 2011 OWNER OR DEVELOPER \IIWiPROPERTiicS 1775 B. NEWPORT BOUL.£\IARO COSTA MESA. CA 92627 ATIN:MRGl.ENNVENDULT ?fl: (949) 645-9000 TOTAL DISTURBED AREA !!.\!'!! SURVE'YORORENGINEERSHALLPER~Etffi.YMONUMENT PROPERTY CORNERS OR OFFSEl'S BEFORE SfARTING GR.'LIING. CAL TRANS NOTE: NEWINSTALLATIONSOFUTIUTIESANDUTILITYFACIUTIES RtOUIRE A M!Nlt.lUM Df.PTH OF COVER OF J6", AND UTILIIY SERVICECONNECTIONSREQUIREAMINIUUMDEPIHOFCO\IER ~o• WITHIN STATE RIGKT Of WAY. LEGAL DESCRIPTION THE LAND REFERRED TO HEREIN IS SITUAlEO IN THE COUNTY OF ORANGE, STATE Of CALIFORNIA, AND IS DESCRIBED J>S FOLLOWS: AU. THAT CERrAIN REAL PROPERTY SITUATED IN THE COUNTY Of ORANGE, STATE OF CAUFORNIA.OESCRl8EDASFOLLOWS· LOTS1TttROUGH61NCLUSIIIEOFTRACTN0.1210,INTHECITYOFNEWPORTBEACH, COUNTY OF ORANGE, SfATE OF Cill..lFORNIA. AS SHOWN ON A UAP RECOROEO IN BOOK ~::~ 45 AND 46 Of MISCELLANEOUS MAPS, RECORDS OF SAID COIJNlY, EXCEPTING THEREFROM, THAT PORTION OESC~BEO AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE CENTERLINE OF PACIFIC COAST HIGHWAY, 100.00 FEIT WllE, SHOWN AS CALIFORNIA STATE HIGHWAY-OR.l,.60-B, WITH lHE CENTERLINE OF OOVER ORNE. 80.00 FEET WlOE, FORMERLY 17TH smEIT. AS SAID INTERSECTION ISSHOWNONSAIDMAP:THENCEALONGSAIOC£NltRLINEOFPACIFIC COAST HIGHWAY, SOUll-1 6fl'1i17" WEST 296.74 FEET; Tl-1ENCE NORTH 1'47'43" WEST 50.00FEE'.TTOTHE NORTHERLY LINE OF Si\10 P~FIC COAST Hk"lHWAYANDTHETRUE POINTOFBroNN1NG:THENCENORTH79'35'41"eAST260.18FEETTOACUR\IEINTHE EASTE!lLY LINE Of LOT 1 Of SAID TRACT NG. 1210, WHICH CURVE IS CONCA\'E EASTffiLY HAVIIIG A IIADIUS OF 440.00 FEET; THENCE SOUTHERL'f Afil SOUTHWESTERLY ALONG THE EASTERLY AND SOUTHE"ASTERLY UNES or SAIO LOT 1 TO SAID NORTHERLY ~:l~~:C£ WESTERI.Y ALONG so.IQ NORTHERLY LINE TO THE TRUE POINT OF ALSO E~CEPTING THEREFROM THAT PORTION DESCRIBED AS FOLLOWS: BEGINNING AT THE INTE!lSECllON OF lHE C€NTE1<UNE OF PACIFIC COAST HIGflWAY, 100.00 FEET WIDE SHOWN AS CALIFORNIA SJAFE HIGHWAY•OAA--GQ.ll, WITH lHE C£NTERLINEOF DOVER DRIVE 80.00 FEET WIDE, FORMERLY 17TH STREEr,AS SAID INTERSECTION IS SHOWN ON so.ID MAP; THENCE AlONG SAID CENTERLINE OF PACIFIC COAST HIGHWAY SOIJTH BB'12'1r WEST 296.74 FEET; THENCE NORTH 1·47'43" WEST 50.00 FEIT TO TilE NORTHERLY LINE OF SAID PACIFIC COAST HIGl-!WAY ANO THE TRUE POINTOFll[(llNNING;THENCE NORTH 79'35'41"EAST260.18 FEETTOAP01NTIN A CURVE INTI-IE EASTERLY LINE OF LOT 1 OFSAIOTRACT NO. 1210. WHICH CURIIE IS CONCo\VE EASTERLY HAVING A RADIUS OF 4-40.00 FEET, A RADIAL U.E AF SAID POINT OFSAIOCUIM:BEARSNORTH B!r59'27"EAST;THENCENORTHE!lLYALONGSAIDCUR\IE THROUGI-I A CENiRAL ANGLE OF 1'28'12" AN AAC ~STANCE OF 11.29 FEIT; JHENCE SOUTH B:J"47"36" WESr 306.49 FEET TO TilE l'<BTERLY LINE OF THE EASTERLY JO.CO FEET OF SIIID LOT 6; "!HENCE Al.ONG SAID WESTERLY LINE SOUTH 1•47'43• EAST 26.64 FEIT TO SAID NORTHERLY LINE OF SAID PACIFIC COAST HIGHWAY: THENCE ALONG SAIO NORTHERLY LINE NORTH BS-12'17" EAST 47.64 FEET TO 1HETRUE POINT OF BEGINNING. DIREC'llOl'IALLY DRILL AND MINE FROM THE LANDS OTHER "JHAN TliOSE HEREINAIIO',I[ OESCRIBED,OILORGASWELLS.TUNMELSAl'IOSHAFTSINTO,THROUGHORACROSSTHE S\JBSURFACEOF1HELANOHEREINMlOVEDESCRIBED.ANDTOBOTTOMStJCH WH!PSTOCKED OR DIRECTIONAi.LY DRILLED Wills. TUNNELS ~ S!II\FTS UNDER ANO BENEATH OR BEYOND THE EXTERIOR LIMITS THEREOF, ANO TO REORUJ ... RETIJNNEL, EQUIP. MAINTAIN, REPAIR, DEEPEN AND OPEAATE ANY SUCH WELLS OR MINES, WITHOUT HOWEVER, TIIE RIGHT TO DRILL, MINE, EXPI.ORE AND OPERATE THROUGH THE SURFACE OR 11-JE UPPER 500 FEIT OF "!HE SUBSURFACE OF THE !AND HEREINABOVE DESCRIBED, ~Fl~~~~l~/HE DEED RECORDED JUNE 2, 1969 IN BOOK 8974, PAGE 265 OF 04~28().51, 53, S5, 71, 72, 7J, PORTION OF LOT 6) ZONING INFORMATION St.Tt!ACKS: FRONT:O'SIOE:O'STREET:O' 81.JLK: 0.6a:1 /!f'PROXIMATE HEIGHT: 26"-J5' MAX PARKING RESTRICTIONS: TOBEOE1"ERIAINE6YUSE THIS INFORMATION WAS OBTAINED fROM TIIE CITY OF NEWPORT BEACH, 3300 NEWPORT BLVD, 92663, 949-644--J309 ATTN: PIJBUC COUNTER FLOOD ZONE INFORMATION ZONE:X OUTSIDE500YEARFLOODPlAlN PANELN0.06059C0381J OATEO:OECEMBER'J,2009 NO FIELD SURVEYING WAS PERFORMED AOJUSTIDGR<\iDE RWlO\TE LEGEND 4 - "' FlRE HYDRANT GI EOGEPA\/EMENT GP METER, PULL BOX PA PL '" NATURAi.. GROUNO BOTTOM Of STEP '¢ _ FINl5l--lEDFLOOR ~ -WA1ER M£TER TIWFIC \l/000 FENCE PULL llO)( BACK OF WALK CIWNUNK ~CE 1W TOP OF WAI..L BR BIKEROUTE ~ ~ TS TOPOFSlEP DR -DRAIN <>----<)-SfREETLIGHT CONSTRUCTION NOTES @- i ®--- ®---®---@--- ®--- ®--- ®--- @- CONSTRUCT PAVEMENT PE~ SJRUCTIJR>J... RECOl,lldENOAllONS CONSTRIJCTCONCREl"EPAVERSPERARCttntc:l"'SPI.AN CONSTRUCT CONCREIE SIDEWALK PER CAL TRANS STANDARD SPECS SECTION 73-3 CONSlRUCT CONCRErE SIDEWALi( PER CIT'/ STD-180--L CONSTRUCT D!WEW,I.Y PER CAL TRANS SfANOARD M7A ANO DEl"NI. SHEEr 7 CONSTRUCTPLUGFOR~ONORIVa/AYPERClTYSTANDAADSTD-1135-L CON!ilRUCT cu~ AND GUTIER PER CAL lRANS STANDARDNJ7A1YP'EA2-6 CONS!RUCTCURtlANOGUTTERPERCIT'ISTll.183-1. CONS!RIJCT PARKWAY CULVERT PER C/JY sm. 319-L "!Yl'E "C" CAS!E I / Sa1' CO){srRl!CT CURii PER DErM. SHEET 6 CONS!Rl/CT Cl/RB AND GUTTER PER IJE1"AIL SHEEr 8 CONSTRUCTVGUTTER PER CEfAILSHEEf 6 CONS!RIJCTTRENCHOIWliPERDEfAA.SHEEf6 CONSJRIJCT18"X18"GRATEINLflPEROErAILSHEEr6 CONSraUCT 18' X 18" GRATE INID wrrHOI.JT f1LlER PER CITIJL SfEE.T 6 CONSTRUCTlNFILTR/lllONTRENCt!PERDErAlLSl£Erll INSTALL 4• PVC. SCHEDULE 40 INSTAl.LS"PvC,SCH£[llJLE40 INSTALL8"P'IC,SCHEDULE40 t,iSTAI..La"CIP INSTAl..l..6"CIP IMSl"ALL 12" RCP CONSTRUCT CURB RAMP PER CAL TRANS STANDARD ABM et.SEAAND D£TAIL SHEET7 SAWOJTOO FEArnERTO JotN CONSTRUCT AC PA'-'Et,4ENT TO MATCH EXITTNG CONDITIONS o. 1' RAC "'ti' o.~• OF HMA TYPE "A9 UNDERLAIN WITH O.s' OF CLASS II AGGREGAlES BASE COMPACTED TO 95% REI.ATI\IE COMPACTION INSTAil TRUNCATEO DOMES PER ARCHIJECTS PALN CONSJRUCT RAMP PER ARCHITECTS PLAN CONSTRUCT PIPE (4"Xt4" CIP) CONSTRUCT 8' 11-t::K P.C.C. llRfllE PER CAlJRANS Sl'ECFICAllONS CONSJRucr 18" X 24" GRATE INIIl PER DETAIL SHEEI' 6 CONSTRUCT MDDIAED !!OS TURNOUT PER OC ENVIRONMEN"l:M .. MANAGEMENT S'ID. 1120 12' TO 14' WICE CONCRETE BUS PAD INCU.lll~ MONOUTrnc CURB -3000 PSI f'(;C PAVEMENT. 9" OECP WITT-IOUT REBM, OR 8" DEEP Wint fJ REBAR AT 18" OC CONSlRlli::f It SOR 35 WC SEWER IJNE. BliCKAL.l., BEDDING HID TRENCH RESURFACING PER Cm' SID.-106-L--A NIJ STD.-106-L C\Jl"ANDCAPEXIS!UtGSEW£RIATERALATPROPERTYIJIE(ABAN)oN) @--cur AND CAP EXlSllNG B" SEWER LINE (ABANDON) ®--CONSIRUCTct!AHOUTPERCINS!D.-406-L ~~JA~~M~NE~~:;J:°N~/~ ~~EDED sons REPORT RECOMMENDATIONS TOVERIFYTHtSOCTERMINATIONOR ~~~o~~= =J::fNr AGENCY. FIRE DEPARTMENT NOTE FIRE DEPARTMENT UTILITIES (UNDERGROUND FIRE LINE AND Hl'IJRANTS) WIU. BE A SEPAl<ATE SUBMITTAL, Al.SO, AN "F PERMIT" Will BE REQUIRED THROUGH THE BUILDING DEPARTMENT UPON PERMIT ISSUANCE RECONSTRUCTION NOTE TIIE EXISTING FlU. SOILS ARE NOT UNIFORMLY WELL COMPACTED Al'ID ARE NOT CONSIDERED SUITABLE FOR SUPPORT OF TliE PROPOSED STRUCTURE OR FLOOR SLJ.eS ON GRAIJE. 1HE EXISTING Fill SOllS SHOULD BE EXCAVA1ED /IND REP!.ACEDASPROPERLYCOMPACTEDFILl.ANYREOUIREDFILJ.SHOutDBE UNIFORMLY WELL COMPACTED ANO OBSERIJEO AND TESTED DURING PLACEMENT. THE ON-SITE SOILS CAN BE USED IN MN REQUIRED FILL """" " (000) rr TOP OF GRATE EXISTINGGRAOE FINISHED SURFACE WROUGlfT IRON FENCE CROSS WALK BUTTON SCO SEWER CLEAN OUT TC -FOPOFCURB GRADE BREAK EX -EXISTING l!ITIGATION IIEASURE NOTES {NOTE THE NUMBERING S£CUENCE ts MEANT TO MATCH THE CITY COUNCIL RESOllJTlON NO. 2011-86 DOCVl,IENT) 6.THECONIRACTORSHl\lLPROPERLYMAINTAINANDTUNEALI.CONSTRUCTIONEQUIPMENTINACCOROANCE WITH THE MANUFACTURE"S Rt:COMMENDATlONS TO MINiMIZE NOISE EMISStONS. 7. PRIOR TO USE OF ANY CONSTRUCTION EQUIPI.IENT, lHE CONTRACTOR SHALL ENSURE THAT ALL EQIJIPMENI" IS FITTED WITH PROPERLY OPEflATIN!:l MUFFI.EllS, AIR INfAKE SILENCERS. ANO ENGINE SHROUDS NO L£SS EFFECTWE THAN AS ORIGIN.I.I.LI' EQUIPPED 8'f "!HE MANUFACTURER. B. THE COMSTRlJCTION CONTRA.CTOR SHAll LOCATE STATIONARY NOIS( SOURCES (E.G~ GENERATORS, COMPRESSORS, STAGING AREAS) ANO MATERIAi. DELI\IERY (lOMJING/IJNLOADING) AREAS AS FAR FROM RESIDENC[SASPOSSIBLE(E.G.,EASTERNPORTIONOfPROJECTSITE) 9. THE CONSTRUCTION CONTRACTOR SfW.L POST A SIGN, CLEARLY VISIBLE ONSffE. WITH A com-ACT NI\ME ~~~-HONE NLl!BER OF CONSTRUCTION CONTRACTOR TO RESPOND IN Tl-£ EVENT Of A NOISE 55. THE CONSTRUCTION AND EQIJIPUEtlT STM,iNG AREA SHIU BE UlCATED IN THE LEAST ~SIJAI.LY PROMINENT AREA ON lHE SITE ANO SHALL llE PROPERLY MAINTAINED IINO/OR SCREENED TO MINIMIZE POTENTW. UNSIGHTLY COl'JOITIO~S. 57.U~NSTRUCTION EQUIPMENT AND WITER!Af.S SHAU. BE PROPERLY STORED ON THE SITE WHEN NOT IN 69. lHE APPLICANT SflAl.L COMPLY 'Mll-1 SCN.lMD RULE 403 REQUIElEMENTS 1'S RJLL.0\¥5: IANQGlfARING/FAITTHMQYING A. EXPOSED PITS (I.E., GRAVEL, SOIL. □IRlj WITH FIVE PERCENT OR REA1ER SILT CONTENT SHALJ. BE WATERED lWICE DAILY, ENCLOSED. CO\/£RED, OR TREATED wm-l NON-TOXIC SOIL STABIUZERS ACCORDING B. ~ ~~~~~is•s~iiCl~CA~2~1m W.,CE DAILY. C. ALL GIWIING ACTI\IITIES SHALL CEASE D\JRINC SECOND STAGE SldOO ALERTS AND PERIODS OF HIGH Wit/OS (LE. GREA1ERTH/\N 25 MPH) IF SOIL IS BEING TRANSPORTED TO QFF~SITE LOCATIOOS MO CANNOT BE CONTROLLED BY WATERING. D. ALL lRUCKS HAI.JUNG DIRT, SI.NO, SOIL. OR ITTHER LOOSE WITER!Af.S OFF-SITE Sf!Al.l BE COVERED OR WETTED OR SIWL MAINTAIN AT LEAST TWO FEET OF FREEBOARD (I.E., MIN1MUM VERTICAi. DISTANCE BETWEEN lHE TOP or THE LOAO AND Tl--lE TOP OF THE TRAl!.ER. E. ;~o~~ ~~ED~ ~~~£NU~ 'TJkOO!~~~~w;?~ ~d'wi~~AB?iz~~ AI.IONTHS MANNERIICCEPTAf!LF;TOTHECITY. F. AU. VEHICLES ON THE CONSTRUCTION SITE SHALL TAA\'£L AT SPEEDS LESS THAN 15 ldPH. GALL (]ESEL-POWEREO VEHICLES ANO EQIJIPMEN"T SliAl.l. BE PROf>ERI.Y OPERA1ED ANO MAINTAINED. H. :1-u~~~-~~EH~l~~s~UNE-POWERE:D EQUIPMENT SHALL BE TtJRt,lfD Off WHEN NOT J. THE CONSTRUCTION CONTRA.CTOR SHAU. Unt.JZE EU'.CTRIC OR NATURAL CI\S-POWERED EQUIPMENT INSID\D OF OIESEL-GASOLINE POWERED ENGINES, WHEN FEASIBLE. """"-""" I(_ ALL CONS!RLICTION ROMlS INTERNAL TO THE CONSTRUCTION SITE THAF HAVE A TRAmC VOLUME or MORE lHAN 50 DAILY TRIPS BY CONSTRUCTION EQUIPMEN"T. OR 150 TOTAL TRIPS FOR ALL 'IEHICI.ES, S1-lAU. BE SURFACED WITH BASE MATERIAL Of! DECOMPOSED GRANITE, OR SHALL BE PAVED. L ~~m\= ~~EEP HOURLY IF VISIBLE SOIL MATERIAL 00 BEEN CARRiED ONTO !.DJACENT M. CONSTRUCTION EQUIPMENT SHAU. BE \'ISUAU.Y INSPECTED PRlOR TO LEAVING THE SITE ANO LOOSE DIRT SHM.L BE WASHED Off WITH THE \'/HEEL WASHER AS NECESSARY. CONSTRUCTION NOTES CONTINUED @-CONSTRUCTJ'"c:NUNE @--I~ 8" FIREUIE Cl.ASS 150 AWi/A C900 PIPE (WATERLINE) IIACKF1LLNIDBEODINCPERC!f'(ST0.106--L 2. SEE SHEETS 14, 15 & 16 FOR SffilPING lANE DIMENSIONS AND LINE OF SIGHT REFERENCE RECONSTRUCllON OF WEST oo.,sf Hll)HWAY AND DOVER DRIVE ARE PER CITY COUNCIL RESOWIJON NO. 2011-86. ALI. REQUIREO BACKFILL OERIVEO FROM THE EXCAVA1ED NATURAJ..SOU SHOULD !!Q!! IF ANY OF THE EXISTING PUBLIC IMPROVEMENTS SURROl/NOING THE SITE ~DAMAGEO.NEWCONCRETESl!lEWAlK,CURBANOGUTTER, ALLEY/STREEr PAVEMENT. ANO OTHER PUBLIC IMPROVEMENTS WILL BE REQUIRED BY THE CITY AT THE TIME OF PRIVATE CONSTRUCTION COMPLETION. SAID DETERt.llNATION ANO THE EXIENO OF THE REPAIR :~c~L BE MADE AT THE DISCRETION OF THE PUBLIC WORKS Underground Service Alert all: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG NOTICE TO CONTRACTOR PIJRSIJANTT0.0.SSO-!IJLYBILL.3019NOEl<CO.W.llONPcRr.UT ES VAi.JO UNLESS THC CONTAACTCR COKfACTS AND OBTAINS AN INQUIRY l.D. NUMBER el«IM "UNDER-GROUND SER'<ICE :~~:r.Ji1~~tii:t2Ei;t1m._e1ll~ lWO WORKING !IA"IS FOR A MINIMUM OF 2 FIB OF ffiOPERLY COMPACTED All. BENEATH ThiE BOTTOMFOOTING.flJRTHEPROPOSEOSTRUCTURE,THEMARINEDEPOSffS SHOUlO BE EXCAVATlcO TO AL.LOIi' FOR A MINIMUM OF 5 Fm OF PROPERLY COMPACTEDFILLBENEATiiTHEBOlTOMOFTHEFOOTINGS.FORfOOTINGS,THE EXCAVATION SHOULD EXIEND HORIZONTALLY A OISTANCE AT lEAST TO THE DEPTH OF COMPACTED FILL BENEATH THE F"OOTING WHERE PRACTICAL. FOR FLOOR SI.AB ON GRADE AND PAI/ING SUPPORT, WE RECOMMEND THAT THE UPPER MARINE DEPOSITS BE EXCAVATED TO PRO\IIDE A MINIMUM OF 2 FEEr OF PROPERLYCOMPACTEDFIU.BENEATHTHEflNISHEOSUBGRADE. SITfPRFBWITIOt/AtiPEXCA\/AIDNS AFTER THE SITE IS CLEARED /\NO ANY EXISTING Fn.l SOILS ARE EXCAVATED AS RECOMMENDfO, THE EXPOSEO NMtJRAL SOILS SHOULO BE CA!ll':FULLY OBSERVED FOR THE REMOVAL OF ALL UNSUITABLE DEPOSITS. NEXT, Tl-IE EXPOSED SOILS SHOULD Be: ROLLED WITH HEAVY COMPACTION EQUIPMENT. AT LEASTTHEUPPERSIIICHES TO AT LEAST 90:il OF MA)(IU. WHERE E~CAVATlONS ARE DEEPER TH/\N ABOUT '4-FECT, THE SIDES OF THE EXCo\VATIONS 51,0ULD BE SLO!"i:D 61\CK OR SHORED FOR SAfm; HOWEVER, BASED ON PROJECT Pl.ANS, SPACE WU NOT BE AVAILABLE FOR TEMPORARY ~~~~: WE CAN PRO\/lDE RECOMMENOATlONS FOR TEMPORARY SLOPES IF EXCAVATIONSHOUlOBEOBSER\IEOBYPERSONNELOFOURFIRMSOTHAT»N NECESSARY MODIFICATIONS BASED ON VARLI\TIONS IN THE SOIL CONDITIONS C11N BE MADE. AU. APPLICABLE SAfEIY REOUREMENTS AND REGULATIONS, INCLUDING OSHA REGUI.J\TIONS. SHOUL(> BE t.lET. 8E UECHAN!CAUY COMPACTED IN \AYERS; FLOODING SHOULD NOT BE ~g:t_~P:P:cK~~~~ o;~ri~~E~ ~c=N~ ~DUCE AND PA\IING. BACKFILL SHOULD BE COMPACTED TO AT lEAST 9°" OF THE MAXIMUM D!lY DENCITY OBTAINl>Bl.E BY 1HE ASll,I DESJGNATION 01557 METHOD OF COIAPACTION. Tl-1E EXTERIOR GRI\OES SHOULD BE SLOPED TO DRAIN AWAY FROM FOUNDATIONS TO PREVENT PONDING OF WATER. SOUE SITILEMENT or THEBACKFILJ.SHOUL08EEXPECTED,ANO.I.NYUTIUTIESSUPPORTEDTHEREIN SHOULD BE DESIGNED TO ACCEPT DIFFERENTIIIL SEffiEUENT, PAATICUIARLY AT TliE POINTS OF ENTJ!'Y TO 1HE BUILDING. Al.50, PROVISIONS SHOULD BE MADE FOR SOME SETTLEMOO OF CONCRETE WALKS SUPPORTED ON 8,\CKALL -THE ON-SITE SANDY SOILS, LESS AJf'f DEBFIIS OR ORGANIC MATIER, CAN BE USED IN REQUIRED FlllS. ONSfl£ Sill AND CI.AY SOILS SHOULD NOT BE UTILIZED.COBBLESLARGER1HAN41NCHESIN01AMETERSHOULDNOTBEUSED IN THE FILL ANY REOIJIRED IMPORT MA1ERIAI.. SHOULD CONSIST OF RELATIVELY NON-El(f>ANSI\/E SOILS WITH 11N EXPANSION INDEX OF LESS TH~N ::lS. THE IMPORTEDWITERl/\LSSHOULDCONTAINSUFflCIENTFINES(BINOERMA1ERIAL)SO "5 TO BE RB.ATIVELY l.!PERMEABLE AND RESULT Ill A STIIBLE SUBGRAOE WHEN COMPACTEO.AU.PROPOSEOIMPORTMATERIAI.SSHOULDBEAPPROIIEDBYOlJR PERSONNfl.PRIORTOBEINGPLACESATTHESITE. * NO WORK WITHIN THE CAI.TRAINS Rl<lHT-OF-WAY SIW.L COMMENCE PRIOR TO ISSUANC£ OF A CAI.TRANS ENCROAC\ll,100 PERI.Ill * NO WORK WITHIN THE ADJACENT PROPERTY SHM..l. COMMENCE PRIOR TO REOORO\TIONOfTHE"OFFEROFDED!CAllON". SHEET INDEX SHEEr 1 -TTILE& NOTES SHEEr 2 -GRADING Pl.AN SHEET3-GIWllNGPWI SHEEr 4 -STORM DRAIN Pl.AN SHEIT5 -STORMDRAINPI.AN SHEEl"6 -OITAILPlAN SHEEr 7 -DE1"AIL PIAN -EROSION COWTROLPLAN SHEErt -SEWER &:WA1ER Pt.AN sttEEr 10 -GEOPIER REFERENCE PWI SHEET 11 -OFFSTTE WATER PIAN 1TTLE SHEET SHEEr 12 -OffST!E WATER PIAN SHEET 13 -OFfSIT£WATER Pl.AN SHEET 14 -SIGNING& STRIPING PIAN SHEET 15 -T1IAFFIC SIGNAi.. PLAN SHEET 16 -STREEr LIGHTING PWI SHEEr 17 . -TPAFFIC CONTROL PLAN- (COAST HWY & DOVER PIVISE 1) SIEET 18 -TPAFFIC CONTROL PlAN- (COAST HWY & DOVER PHASE 1) SI-EU 19 -n.AFFIC CONTROl Pt.AN-(COASf HM' &. 00\IER PHASE 2) SHEET 20 -TRAfFlC CONTROL PlAN- (COAST HWY & DOVER PHASE 2) SHEET21-SIREEflRE£El(HIBITPWI 0993-2012 >< ~ C!l iz:i- E-t = C!l ~E-t z 017J -p.,~ ~ l7J u v'I ~ E-t 1 C!l !z;I l7J r,;i ~~ ,$ l7J '--<o \-u :::.lo r.::i p:; c;,:, I p., 0 ~ 0 C\l ~ ~ ti i a If SHEET NO. 1 21 B -~ APN: 049-202-18 RIDGEWAY TRUST 311 KINGS RD. NEWPORT BEACH, CA. 92663 90 c- (.) ---------------:ijt---- t\~ ~10 <I: ------~}~,--------------~~ . +__::.::_::.::_::_::c:_::= ___ ___J,--c::~':=:_-----;;-tl ;;;;-;--'-c;,;:--- .;tt--Joo '-tN.8T17'00~E. ..::::::::=",,'-SfA: 03+3!1.00 ~~.:::,.._ ------- Z: 049-202-17 MAURICE DEWALD 303 KINGS RO. NEWPORT BEACH, CA. 92663 PHONE, 949-922-1196 SHORING Pi.AN MJDEWALD@GMAIL~ APN: 049-202-16 KINGS PLACE PROPERT'f, LLC 3150 BRISTOL ST. #500 COSTA MESA, CA. 92626 SITE ADDRESS: 100 KINGS PL. NEWPORT BEACH, CA 92663 CAMERONMERAGEOYAHOO.COM 8 -FO~ -H~G~-__ ~Ci- PROPOSED 77 ,:,-MEC~ICAL -=-=-13.74 v Y13.92/. IFS-~ I 11 I I =•NM~~=-~-L __ J __ -4 11 S ~ I ==-,r-;/Fz---y~ __J_\L-t•fa-r--7-i-- GRAPHIC SCALE ·~· ( IN RET) 1 INCH-10 n. CONSTRUCTION NOTES ~ @-©-©--@-0- ©--®-@---@-e-@- @---®- ®-@--- f= @-- roNSIRUCT PAVEMENT PER STRUCTURAL RECOMMENDATIONS CONSTRUCT CONCREl'E PAYERS PER ARCHITECfS Pl.AN CONSTRUCT CONCRETE SIDEWALK PER CAL TRANS STANDARD SPECS SECTION 7J-3 OONSTRIICT DRIVEWAY PER CAL'IRNIS STANOMD NJ7A AND OEl"Al. SIEET 7 OOMSrRUCT PUJG fOR ABANDON DRIVEWAY PER CITY STolf!DARO STD-165-l CONSl'RUCT CURB ANO G1./1TER PER CAL 'TJWIS SfANIWIO NITA l'tPE A2-6 CONSTRUCT P~Y CULVER!' PER CITY STD. J19-l lYPE "C" OOE I / S-1' OONSIHUCf CIJREI PER DETAA. SliEEf 6 CONSTRUCT CUREI ANO GUTTER PER DETAIL SHEET 6 CONsrRUCTVGUTTERPERDEWLSHEET6. CONSIRUCT HI" X 18" GRAlE INL£r PER DETM. SHEET 6 CONSTRUCT INfll.111ATIONlRENCH PER DEl'All SHEEr6 ct»ISTRUCT CtlRB RAMP PER CAL lllAAS STANIJAADA88r\CASEAAHD DtrAL SHEET7 SAWClITAND~lHERTOJOIN CONS!RUCT /IC PAVEMM TO MATCH EXmNG COfflllilONS 0.1' RAC "G" 0.5' OF HMA TYPE "A" UNDERIAIN Mn-I 0.5' OF a.ASS Q AGGREGO.lES BASE OOMPACJED TO 9S,C RELATIVE COMPACrlON INSTAU.TRUNCATEDDOMESPERNICHITECT'sPALN CONSTRUCTR.'MPPEIIARCHITECl'SPI..Nl CONS1'RUCTPPE(4"l!!4"C!P) CONSTRUCT6'lHICKP.C.C.DRtJEPERCALTRmSS?ECIFICAllONS CONSTRUCT t.lOOlflED BUS TURNOUT PER OC ~MENTAL r.w.AGEMENT SID. 1120 12'TO 1-1-' WIDE CONCRETE BUS PAD INCUJDJNG IWNOUTHC CURB -3000 PSI PCC PAVEMENT, 9" DEEP WllHOllT REBAR. OR 8" DEEP WITH #J REBAR AT 18" OC PROJECT REUM 1. IF /JJN. OF THE EXlSTlt!G PUBLIC I1.tPROVEt.lOOS SIJRROUNDJNG Tl-IE SITE IS DAMAGED, NEW CONCRUE SIDEWAU(.CIJRBANDGUTTER,lllLEY/STREETPAVEl,iENT,ANDOlHERPUBUCIW'Rova.tENTSWlLLBE REQUIRED BY THE crrr AT THE TIME OF PRIVATE CONSTRUCTION COMPL.ETION. SAID DEfERMINAll()I,/ AND THE EXTEND OF THE REPAIR WORK SHALL BE f.lADE AT THE DISCRETION OF THE PUBLIC '/fORKS !NSPECTOR. 2. SEE: STORM DRAIN Pl.AN SHEET 4 & 5 FOR STORM DRAIN CONSTRUCTION J. SIGN.I.GE RELOCATION, IMSTALL.AlJON ANO SlRIPING ~ODIRCATIONS ARE PER SEP/IRATE PLANS. CURB CURVE DATA 14'39'12" 50.00' 12.79' 1744•23• 50.oo· 15.4a' 1615-'36" 50.00' 14.19' 14·15•05• 50,00' 12.44' ■ ■ ■ ■ ■ --CAI..Tlv\NS RIGHT OF WAY OWNER OR DEVEWPER VSIISPROPERTIES 111~ ti. Mc.Wl'QRf 00Ul£VARD COSTA MESA, CA 92627 ATTN: MR GLENN VENDIJLT PH: (949) 645-9000 Underground Service Alert of Southern Catlfornla Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG NOTICE TO CONTRACTOR NOTE ~u~~~s;:lt-J0~8 ~~~v~gri = /INAPPROVEDENCROACHMENTl'ERMIT ANlNOUIR'flD.NUMaERFROM"l.lMDER-GllOUNDSSWICE ISREQUIREl)rDRAll/lCTMTIESl'lllHIN ALEITT"(1-800-422-4133)ATl.fASTTWOWORl(INGOAYS THE PUBLIC RIGHT-OF-WAY. PRlOR TD COIIIMENCll'IG EXC,.VATION. 0993-2012 g SHEET NO. 2 21 PROP. CONCRETE UILOING WALL SEE STRUCTURAL PLAN FOR HEIGHT 8 SEE SHEET 7 FOR CROSS SECTION DETAIU:i <t WEST COAST HIGHWAY I 2+00 )0 364.35' STA: 01 +89.0D JvtJvt 3 7-'--'-" / I /I s SHORING \ /'Hi,._~~~'·"}~/! t \l·///x:1~-\..1-l;i1 ·:-/ :::t-- .-1 y !fi . ;#f/ ,1/ ;; / ./.,I,.//'. -,/Hf)i};;~·::: A~ .•. llt // ·_:I_I.,/.> '' • l -It'!/ -'/ ~~':IYr 1~·~-/lo!t'~3• i ~~ S~ ··:~ -==-~. S-=-s ··1r--11---~l~E re ,. I •1 . .u1~""5"","G =i.u.....-,r- l •. I P:~rg1~~o \ I O JTURAL cuT 6 1ST FLOOR 6 6 ffi ,-if ! =~ I >' l, I STA: 01+39.00 FF=14.00 PAD=13.17 2ND FLOOR FF=28.67 r+OO ,, I i / I i; ----,) -~ -, _i~~~:;t:~~-1~~f / R1rT ~ , / l. j, _ ___[__ ' )-/---' --i :_ -◄ :.._:-\ \ ------r I STA: OO+l9.DO [1392;31'J 1391.74'. _[iJ_ I_ FJ)f;> 1.·-'SJ le, NI I I !_) NOTE: . is T •:• -:• :/frl•; * ~g~~b~~J ~i~;1f=~J:tJf~~~=-= CHANGES TO THIS PLAN * CALTRANHERMIT Toico;.j,.,c,r bi2EC11.Y'.To: ·:: ~~~ ra~B~l~-REQJJJ~EC'rR:0~::°.·.: tf. .j•·-- GRAPHIC SCALE i ( IN FE>.'T) CONSTRUCTION NOTES 0--', .~ CONSTRUCT PAVEMENT PER-.Sf,mcruRAL RECOMMENDATIONS CONSTRUCT cONcRm PAVERS • ~ER ARCHITECfs PLAN ·.~ ©-- , CONSTRUCT CONCRETE SIDEWALK PER CITY sm-)BO-L ·. . : CONSTRUCT . DRIVEWAY PER CAL ]RANS STANDARD N!,]A AND DETAJL SHEET 7 @--CONSTRUCT CURB AND GUTTER PER CAI.TRANS STANDARD N!,7A TYPE Kl-6 @-CONSTRUCT CURB AND GUTTER ~ER CITY STD. 183-L (j)---c CONSTRUCT PARKWAY CULVERT 'PER CITY STD. 319-L SEE DETAIL SHEET 4 : } CONSTRUCT CURB PER DETAJL ~HEET 6 I CONSTRUCT CURB AND GllTTER PER DETAJL SHEET co~ucr ·~ GUTTER PER D~~c s~m 6 ,.·-'i: .CONSTRUCT 1B' X 18' GRAlE INLET PER DETAJL SAWOJf AND. FEATHER TO JOIN'.<-• coNSTRucr A2 PAVEMENT m u.fctt EXmNG c 0.5'-0F HMA--TYPE •A• UNDERLAIN-wITH·0.5' O COMPACTEG TO 95~ RELATIVE COMPACTION INSTALL TRUNCAlED DOMES PER ARCHITECfS PALN CONSTRUCT RAMP PER ARCHITECTS PLAN CONSTRUCT PlPE .(4'X14• CIP) •. ·<, _. EMENTS SURROUNDING THE SITE IS: DAMAGED, "NEW , CURB AND GUTTER, ALLEY/STREET PAVEMENT, AND OTHER PUBLIC LL BE REQUIRED BY JHE Cll'( AT THE TIME OF PRIVATE CONSTRUCTION DETERMINATION AND [THE EXTEND OF "THE -REPAIR WORK _SHALL -BE. MADE AT OF THE PUBLIC WORKS INSPECTOR. --' ;!-·:,,· ,,' ·,-._ :.,·' PLAN SHEE( ..f &: 5! FOR STORM DRAIN ,CONSTRUCTION. ' ' ' --·-· . '" ,· -. ,,,· _·_, 'I-, ,· : , .:_. . -.-.•. ·,_-_'.-. '._ ION;' INSTALLATION AND STRIPING MODIFlCATIONS ARE PER SEPARATE .TWO WORKING l NOTICE TO CON TRAC ., PURSUANT TO ASSEMBLY-BILL 3019 NO EXCAVATlO IS VALID UNLESS THE CONTRACTOR CONTACTS 1>.N ')AN INQUIRY l,D, NUMBER FROM ~UNOER-GROUN RT". 1-800-422-4133 AT L 8 I ~--+,-~---~ Yc,iwJ I I -(s)-----.=-.=-=-!3l..-~ ----- OWNER OR DEVELOPER VBAS PROPEllTIES ln:'>B.NEWl'0RTB0IJLEVARD COSTAMESA,CA.92627 ATTN: ldR GLENN VENOULT PH: (949) 645-9000 GRAPHIC SCALE ·~· (DUD'l') IDICH•IO r,. CONSTRUCTION NOTES ~ CONS!RUCTPAVEMOOPERSfRUCllJ!tl,LRBXIMt.lENDAllONS CONSTRJJCT C0NCRErE PAVERS PER AAClfTECl's PlRI CONSTRUCT CONCRETE SIOENH..K PER CAI.TRANS STANDARD SPECS SECTION 7 @-CONSTRUCT CONCRa'E SIDEWALK PER CllY STD-180-L ©-CONSIIIUCT DM'£WAY PER CAI. lRANS STNl!Wm 1'a7A AND DUM. SHEET 7 ®-CONSTilUCT PLUG FOR ABANDON ORNEWAY PER CllY SfANDARO Sf0-165-L @------COHSiRUCTCURBANDGUTTIRPERCAL'!RANSSl'ANDARDNf!A1YPEA2-S @--CONS'!RUCrrCURBANDGUllERPERC!JYST0.183-L 0----CONSTRUCT PARKWAY CULVERT PER CflY STD. 319--1. 1YPE "C" CASE I / S-1' SE£DEl'M.SHEET4 ®--@---- @---- CONSTRUCT CURB AND GUTTER PER DEl'AIL SliEET 6 CONSl'RUCT V GUl1ER PER DErAIL SHEEr 6 CONSTRUCT 18" X 1S-CAATE l'llfJ PER DErAIL SI-IEEI' 6 CONS'!RUCT INF'l.TRATION 1RENCH PER DEl"AIL SHEET B CONSTRUCl"Cl!RB RAMf'PERCH.TAAHSsrAlllAAOABM.CASEANE DETAILSI-IErr7 SAWCUT AND FEATHER TO JOIN CON$l'RIJCTN:P>Y£M£N\"10W.TCHEXllltlGCON!ll110MS0.1'RAC"G" 0.5' Of Hr.IA Tl'PE "A~ IJNDE!UAIN WITH 0.5' OF CLASS I AGGREGATES BASE COMPNJIEDT09SXREI.A!M:cot.l'M:TION INSJ"AU.TRIJl«'J,TBIDOMESPERARCH1TECJ'SPALN CONS!iM:TRAMPPERAAClfflECTSPI..AN CONSmUCTPlPE(4"X14'CIP) CURB CURVE DATA oaTA RADtUS LDIGTH 74'38'19" 35.00' 45.60' 0--""""' ®-REMOVE ©-ADJUSTTOGIOOE ®--"'""'" -■■■■-00.l'AANSR!GfftOFWAY NOTE DETAIL A NO SCALE 1. If" Mff OF THE EXISTING PUBLIC IMPROVEMENTS SURROUNDING THE SITE IS DAMAGED, NEW CONCRETE SIDEWAU<, CURB ANO GUTTER, .-U.EY/STREET PAVEMENT. ANO OTHER PUBUC IMPROVEMENTS \I/ill. BE REQUIRED BY TI-IE CITY AT THE Tit.lE OF PRIVATE CONSTRUCTION COMPLETION. SI.ID DETERMNATION mo THE EXTEND OF THE REPAIR WORK SHIJ.L BE MADE AT THE DISCRETICtl 0~ THE PU8UC WORKS INSPECTOR. 2, SEE STORM DRAIN Pl.Ni SHEET 4 & 5 FOR STORM DRAIN CONsmucnoN 3. SIGNIIGE RELOCATION, iNSTa\UATION AND STRIPING ldODlflCATIONS ARE PER SEPARATE PLANS. NOTE AN APPROVED ENCROACHMENT PERMIT IS REQUIRfll FOR All. /1.CTMTIES WITHIN THE POBLJC RIGl-!T-OF--WAY. Underground Service Alert of Southern Colifomio all: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG NOTICE TO CONTRACTOR PURSlWfl"TO.ISSWBLYBIL.L:5019NO£)(Cll)/ATIONl'mMIT tsVALIOUNl.£SSTHEOONTlll\CIORCONT,-;n,ANooBTll/tlS NllNOUlR'!"l.0.NUl,lf!ERFROM"U=-OROUNDSE~ = Jt~;~;ci1~!11~ Tl'oO ~;;_:12 ~ ~ e z ~ ~ j c!:J i ~ ~- c.!l ~= ~ -i;,.. z OIZl ~ -~c3 :;j IZlU i:i:: ~i;,.. c!:J ~IZl ra::l ~~ Ul ';;jo -u :::.lo ra::l C":) i:i:: I ~ 0 0 Cl:! SHEU Np. 3 21 E3 ©-"""""©-@-REMM @-::: GRADE ~ ·····--CAI.TIWIS RIGHT OF WAY •~ • , , G~IDC SCALE .._.._....J (IN'l'EE'I') tDICH•lO PT. ------:----------:-----------,----------,---------,-----------,-------,-----------------------,----,--------------,--------------------:------------.. :.j- 3 7 ~/_)_, /_)_, ES * CALTRANS PERMrr REQUIRED PRIOR TO CONNECTION BEGINNING. CONSTRUC110N •• • OWNER OR DEVELOPER .E.:, :iy\ U L ;:; •••• :; . ;:: '-~-::~ · ,;;,;"', ~ {[\ aJ N · : j ••• GRAPHIC SCALE ,.,,. ,,-___ ··, .{ IN FEET ) INCH= 10 FT. CONSTRUCT V GUTTER PER DETAIL SHEET 6 CONSTRUCT TRENCH oRAi~·-.rER -D~All SHEET 6 CONSTRUCT 1s• X 16" GRATE INLET PER DETAIL SHEET 6 i CONSTRUCT ,a· x ,a· .GRATE< INLET _WITHOUT Fl,LTER -PER DETAIL SHEET 6 ' CONSTRUCT INF1L11RA110N TRENCH PER DETAIL SHEET 6 INSTALL 4" PVC, SCHEOULE].40 iNSTALL 611 PVC, ScHEDUL£J40 Of Southern California z ::s ~ z -< ~ 0 ::a ~ 0 E,-4 rn ~ c= i 5 <( ~ z °' 0 ,, i=== ::J <( = u c., :i:' u ~-<( w ~= m 2:i~ 0 r:n Pot~ 0 00. u ~ . p:;~ ~ r:n z~ SZi=== "' -< I 0 CL ~ Cl 0 I w C":) z G: I I ()'.) 0 N 0 0 I C\l 0 ci z f;j u ~ w <i. 21 OF :'.< ~ I 1 \\ \ \\, I I I I SEE SHEET 4 FOR CONTINUATION =~=~=:=-=----_----i G\ ,I I I __ , 8t : "\1 < I \ I \ ; \ I \ \ti I I I I \ I \ ,:;, : : : -I i I\ I i \ ,/ \ "1 ': II s { \ \ \ I \ I ' ' -' ' - \ \ 1\ \sl i \ t~~. '\ \ s \\ I \--o:C-C\ 'a~, \ \ ' -"' -' ' ' -I o {i s ~~ \/\\ 'Tf-:t=m g '/ 1 \ 1 \ a I, ', \, \ . - \ \I \ ' " -• ·1 I I ' .. -. , ,.,,. " I i I I ~ge~~ i~ f --l;u-..1 ;:u 0 rn / ~ L / ~ :&' ~ l g::=,={l n .f 141f·. ~ I : C -- 0--' I. i C>-'7 "'" ~1-~-i \ .::!t I ,; Y~ 1,,, ' I ' ✓·s'.') I I I I I I ~~•:• z e· '~-~, 0 ~ i •• .. •. ·'.' ' :l~c~ g ,;; f _,_,,/ a u~rn~ fT1 ~ .. ,_ .r . ill~! d ~ o·~,, ~i1~ 0 ~ ~ ~~~~ g~~~o w~~-ig:S.(D ~•~Bi Z a I J,~3 £i£! ~ij"' ;tj ~ :tor~►g ~,;~I~ g ~o:B[!r6. ,;hi d § ~ -~ .,;A~~ :;;o ~,:;: ~~ ► .,,. r~ i ~ H ;: ! ' r ~ ···• 12, ~:~~ ;! :;~• ~i-: 1~/i~ z!ffl~ :iii~ .~~1 ·~·· ~ ;~ -~ .. IHI ~1, ~S!~ i'iilc,, i~l ~:;:il:l ;h ;;g i,:~ h! ~;~ m i I ■ ■ ■ ■ ~ ff ,, !! ,, ~i ffl? nu • a I I ,,,,,, rffrtr ~ !!!!!!11111 i ,iH;q;q~q~ ~ -~~---~§ iEl~~oiO.i!Bz -~-~u-~ ~ •••~ •• ~;El ~ o o ~ ~ Hr~ ;~d-~ ;, ~ ~ ~ . . ~ ~ ; ~ 01 SHEITTITLE STORM DRAIN PLAN f:113 ANA.CAL ENGINEERING co. PROJECT , 1" • 10· CIVIL ENGINEERING & LAND SURVEYING ND. N .... MARINER s POINTE DRAWH 1900 EAST lJ\ Pl,LMA AVENUE ~ SUITE 202 ~ 200-300 WEST COAST HIGHWAY [;,;;,; ~~~~~~•7;t:1;~:~\\;ff80\Ax, 714_774-4690 A.E.C. NO. 10-028-FINE-GP-9 NEWPORT BEACH.!. CALIFORNIA D. C. Q. E-MAIL ADDRESS: ANACAL@ANACALENGINEERING.COM ~,L:c\ !; a fJ ",;; " .; (1 ~ * *I"' ~80~ 01 21 H; ij ,!=~.ii i~:~ !1 "ii~ ~~!~ 0 ~~ "' ~ ~il• -"'i ;; "§ ~·~ ~a ~~~ ~ .,, I" ~§ !ll ii ~s ,.. [ili:i . ~~ , ... ,.~;; :••·•: ·:.•·: -::::: !:;~( :::::: Z•B~1 D • lo <.> <'"J I fl) ~ !ii e ~ w ;:~ ....... ~,,, w ~. C> ,g I= REVISIONS DESCRIPTION i) ~ ~i i i ~ i DATE APP'D NOTe NOTE: PROVIDE EXPANSION JOINTS AT 60' O.C, MAX. W/ WEAKENEO PLANE JOIKTS AT 20' O.C. PROVIDE EXPANSION JOINTS AT 60' O.C. MAX. W/ WEAKENED PLANE JOltfl'S AT 20' O,C, & BOTIO~l:i/~TE NO SCALE FLOGARD+PLUS® FILTER -INSTALLED INTO CATCH BASIN- 151iGani® +PLUS CATCH BASIN FILTER INSERT (Fla!Gratedlnle!Stylij) GAATIC "ULTIMATE" BYPASS FEATUR!cS SUPPORT a,sm CATCH BASIN (Fl.AT GRATE SlYl.E} f~PIL1S(liamo""'1Jnl)nlghoapaol\ycall:llbaoinlri .. r11 are"""'1ableil>"'°"'-and"'Yf@•(so•Sllocillsrcha,t,- 2ol2~-IOll'IIIFkrGanl"'+PluO{Walmoum)l'ISllftfor d.-1o111,u,...,lon<lor<1,oroo-aty111aitdlb001M. 2. ffisr1r>,..,stia1rave1>a1nan"/r,111ol"fillllrl0\lbypas,, ""d"ull&Mla"~liow'bypasslealli,.. 3. FlltorllUpllortfnlmoohallba,:ongtru<:MOlrom.,.lnlono!MI """' i'J',rmomlnlmumol2.01Bot,of<i08rar\llll~Otw,,.,, 11"tebo\lomollhegn,111e<l\ltcp<lfoullo\!>l!><>(s~a,,..r.r~1ho Fl:>Gard"losertfor•-1notal- .5. F11<1rme<1ru:nstJa11bol'o""'l-"',1rista1e<1- ma1nta1..a1na<:ear<1onc:ewitt,rn,,nur.cturwspecllk:allO<l$. a !!lorall•capadl)'rol'lOOIOSO'llof-eoklo<»!locdmp!lor to~ioghlbllalgl>y- 7. Flltoredlowrl-lndudeu~fac!orol!WO ♦ KriStar Enterprtses, Inc. 3GOSullooPl1CO,Sm10Rooa,CAmi4117 Pli:Mll51tl.8819, Fa,:707.~2'1-8186,_..,J;rii;!ar.oom AASHTOM28B Cl.. 2 MON-WOVEN Gt01El(lll£ AlL AROUNO STONE @@GRATE INLET DETAil. NO SCALE PROPOSED 8" PE!!F. PIPE: 'NPE N-12 WITH 1/4' 1/IEEP I-IOLES z•oc STAGGERED 6" LINEAR OR APPROVED E<JUAL R,I 'MM,P!'ED 3/4" TO '1: CRUSHEI) WASHED ANGULAR STONE, LENGlH PER Pl.AN GjNFILTRATION TRENCH DETAIL NTS "ll.TIMl1E'll'rl\lSSFWUlt {L<l<MIIS .. """''HO$) r----\-'-c----,,------..~ SPECIFIER CHART ST=°u~m1<l~.QQ. w~ =EFI~= _,.,.._,ClPACIIYClPAC<TY (lnoh•I""') -Ooollxhj,) ("""-/...,_) (<>J.ft.) \I.~ 3-9 FGP-181'8 JiilGanl® +PLUS CATCH BASIN Flt. TER INSERT (Flat.Grated Inlet Style) 1.5 FOMD:Mfa ♦ KriStar Enterprises, Inc. 3aosut1cnP1aoo,s.ntaRoaa,CAmwrr Ptt800.5?9.6618,FIIX:701'.524.6100,WWW.llnstar,com JO 10 20 50 50 JO 20 10 @TRENCH DRAIN DETAIL NO SCN.E GRATE INLET @WITHOUT FILTER DETAIL NO SCALE 60 70 SECTION RAMP 1"= 10' l-10R. 1".a 10' VERT. SECTION B SLOPE 1•,._ 10' HOR. 1"= 10' VERT. 90 110 120 \ ·:,, f<-\ 120 OWNER OR DE\/WlPER 0993-2012 VBI\S PlIDPEITTJES 1775 B. NE.i'IPOITT BOULEVARD COSTA MESA. CA 92627 ATTN: MR GLENN VEm>ULT PH:(949)64~9000 ~ ,i ~ I £ i::,::i-~ E-t = ~ ~ E-t Ii: Otn i p.. P..c5 ..:l Cl) u < ~ E-t i:.::lm e... ~~ ~ A e;J 0 ::So "' I 0 0 C'(! SHEET NO. 6 21 21 17 13 9 0 8 16 21 (B 17 13 9 0 6 16 21 17 13 ~- 9 0 8 16 11~1 24 32 40 STA: 00+39.00 1"= 8' HOR. 1•,;, 4' VERT. I 24 •,• ii 24 32 40 STA: 00+89.00 i 1"= 8' HOR. 1"= 4' VERT. - 32 40 STA: 01+39.00 1"= 8' HOR. 1"= 4' VERT. 20' BACK OF :1j ~1 SCALE 1 : 10 DRIVEWAY STA: 03+32.48 21 17 13 9 48 56 64 72 0 8 21 -r■ 17 13 9 48 56 64 72 0 8 I Ill I 48 56 64 72 I I I 16 II 16 VARIES 5% MAX 24 24 i ... ~ 0 a: ><:ID ~w ~ 32 40 STA: 01+89.00. 1"= 8' HOR. 1"= 4' VERT. 32 40 STA: 02+39.00 4' 1"= 8' HOR. 1"= 4' VERT. MIN ~ ID "' i 10' c, 2% MAX. (!) 48 56 64 72 48 56 64 72 "' ~ ID a: ::, u 10% !.fAX ~ SECTION Y-Y NO SCALE 26' 11\CK or DRIVEWAY STA: 01 +95.94 SCALE 1 : 10 I 1 NO WORK WITHIN CALTRANS RIGHT Of WAY WITHOUT OBTAINING A PERMIT FROM CALTRANS NOTE: SEE C!I.IRANS SfANll'lill PlAN AB&\ 2010 EllfllON FOR AU. DETAIIS NOT SPECIFlED HEREON. 21 17 13 9 0 8 16 I 21 17 13 9 0 8 16 24 24 32 40 STA: 02+89.00 1"= 8' HOR. 1"= 4' VERT. 32 40 STA: 03+39.00 1"= 8' HOR. 1"= 4' VERT. SEE C'JJ.TRANS Sf/D, AB&\ 2010 FOR MllllllONAI. DaMS ANO H01!S. HANDICAP RAMP SCALE 1 : 10 48 56 64 72 I 48 56 64 72 t',,,,,.,,,,11~!:~f~tl?VJ'S NO~ G 110\J ATTACHED TO PE:R.MITNO.~ob OWNER OR DEVELOPER VBAS PROPERTIES 1775 8. NEWPORT BOULEVARD COSTA MESA, CA 92627 ATTN: MR GLENN VENDUlT 0993-2012 PH: (949) 645-9000 a 0 a. u !!, 0 ~i o::,. ~ ~ ~ ~ ;!; ~ Gi Q V, :z: "' G'i 0 ~ "' §: 12 ;!; u ~ l:J a ~ I a, "' w "' 8 C ~ 0 z < ~ ~ z "' e I!:= ::J < = u c., :,: ~-~ E-4 = CD ~ 25 E-t ,._ "' 0 0.. 000 c5 11,. ,:i.. < z 0 ...:I oou -~E-4 ~ ~00 r:::I 25~ i:::i ~o Ol I 0.. ~o C I w ~ z [;: I I Ill 0 "' 0 0 I N 0 w 0 g z 8 &i e,j 6 w iJi "' <( "- SHEET NO. 7 21 or ,'--'_ .. -:· -, . • ;. -__ -_-----.--• --· BAGS TOP ROW •·~•·····.·.·.·.·.•.···•··•···· .•. •• .• ·.····•·· ••• ••.• .•..••. •.·• .•. •.·.·.··.·.• .• ·.•.···.·· •.••• • •. •••.• ••..•. • ... ••.•• .. :•.···.•.······· •. • .•..... ·3.·.• .. ··.M.· .•. '.N .•. lYP •.... ;· 8·.ETW· .. ··.E .• E ..... N·. . SAND BAG DETAIL SECTION A 1. CONSTRUCT ON LEVEL GROUND WHERE POSSIBLE. 2. INSPECT -MONTHLY AN□ AFTER EACH. RAINFALL: 3. REPLACE _GRAVEL MATERIAL WHEN SURFACE VOIDS -ARE VISIBLE. 4. REMOVE ALL SEDIMENT_ DEPOSITED ON PAVED ROAfJWA'fS WITHIN 24 HOURS. 5. ''.R.OVIDE AMPLE-TURNING RADH AS PART OF ENTRANCE~ -:· : : :·· .. . . Underground Service Alert of Southern California Call: TOLL FREE 1-800 422-4133 DAYS BEFORE YOU DIG SEMBLY BILL 3019 NO EXCAVATION PERMIT THE CONTRACTOR CONTACTS AND OBTAINS NUMBER FROM • -ROUND SER\llCE 2-4133 A WORKING DAYS 93-2012 g ~ <,; z er 0 z "' ~ _j "' j ::i:: u c., :r:· °"4 u r.:l -·-"' w E--c ::i:: CJ ,-.:i 25 E--c I- 0 2 l om "' ~ w ~< z E-4 0 Jl z mu 0 ~ E--c u r.:l rn z z r.:l 0 ~~ m < I -0 Q_ r:n ::s ('.) 0 I 0 w C":) z ~ G:: I I ~ OJ 0 N 0 0 I 0 C\1 - g ci z i ~ u ~ U.I <t SHEET NO. Ii 8 21 Of ~ SAND BAG DETAIL SECTION A NO SCALE lNDICAlES Sl'ABIUZED CONSIRUCTION EN1RACE ::, FABRIC •• O': SECTION A e• MIN. _[AGGREGATE t STABIIJZED CONSTRUCTION ENTRANCE NO SCALE --INDICATES 2 ROW SAND OR GRAVEL BAG BERM NOTES SAND BAG CATCH BASIN PROTECTION NO SCALE -r .F?_,L\. c-r \\ PROVIDE SAND BAG PROTECTION FOR ALL INLETS SUBJECT TO SILTATION ~NDICATES FILTER ~ Wi GRAVEL BAG STABILIZERS 7 1. CONSTRUCT ON LEVEL GROUND WHERE P~SIBl£. 2. INSPECT MONTHLY AND AFTER EACH RAINF/\LL 3. REPLACE GRAVEL MATERIAL WHEN SURFACE VOIDS AAE VISIBLE. 4. REMOVE ALL SEDIMENT DEPOSITED ON PAVED ROADWAYS WITHIN 24 HOURS. S, PRCMDE AMPLE TURNING RADII /G PART· OF ENTRANCE. S. REQUIRES PEP.!OD!C TOP DRESSING W!TH .ADDITIONAL STONES. 7. SHOULD BE USED IN CONJUNCTION WITH STREET SWEEPlNG ON ADJACENT PUBLIC RiW, I 8 : -_I:::: ---====}~\f~~~~~==:: '~= • , ? ~~-~-L ,,/ 111!:::==tll=I _.,. :x:ru;; ..,.--,-r .. -r 1:it ~· 1 t~.L ~J: 1 _\_L ___ L ___ , ___ L ___ ~~ ....... ---.----.... l-..... ,_ -y--~..-;::;: =1'(..------:;--- 1 rt-i-{ I 1:i~ I I I I I -• --:; • It.,. -L---~4 \ :""1-1.. -L.ii lL J \ / 1~ -'\ / I I I 1 ' ' _L:=:~~~=r=:r:~1¥r=='.Y:- ___ ..1---- :cc-"{ II \I~ \ ~ J:;:_;-F lSTl'I.OOR FY~H,00 P,r,Oa.13.17 2N0fl..OOR IT928-.67 i 00 CJ N GRAPHIC SCALE i ( IN PEBT) l INCH • 20 JT, i i OWNER OR DEVELOPER VBAS PROPERTIES 1775 8. NEWPORT BOULEVARD COSTA MESA, CA 92627 ATTN: MR GLENN VENOULT PH: (949) 645-9000 ---- 15 ms"%c;t.~~ ~s ""''"""" • . PERMITTEE'S COP \'i(N i 1 ,..,, pl'f'.Wlr.t> Qro\ Underground Service Alert of Southern California Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG NOTICE TO CONTRACTOR PURSUANT TO ASSEMBLY BILL 3018 NO EXCAVATION PERMIT IS VALID UNLESS THE CONTRACTOR CONTACTS PltD OBTAINS AN INQUIRY 1.0. NUMBER FROM "UNDER-GROUND SERIJICE ALERT• (1-800-422-4133) AT LEAST TWO WORKING DA't'S PRIOR TO COMMCNCING EXCAVATIOH. 0993-2012 ~ ::, z c,: z f2 ~ ::J <( j = (.) t.!, :c jl,i r;i:;i-~ e-i= ID ~ ~E-t be 0 0 (L 000 3: ~ w P..< z E-t 0 z 00 C) 0 ft i:i::; E-t u µ:.':I 00 z ~[; 0 OJ <o I ..... (L rn ::a 0 (!) I 0 w ~ z ~ G: I I IX) ~ 0 "' 0 0 I C\l 0 w 0 ;:= z ;= 1d 0 I:;; w a w :c: "' <( V) 0. SHEET NO. 8 21 Of THE • EXISTENCE AND APPROXIMATE LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS WERE DETERMINED BY A SEARCH OF THE AVAILABLE PUBLIC RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UNDERGROUND UTILiTIES OR STRUCTURES EXCEPT AS SHOWN ON THIS MAP. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR SUBSTRUCTURES AT THE SITE. IT .SHALL BE THE CONTRACTOR'S RESPONSIBILITY. TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 1J.U,J 8 J'VHvt 37~4 ~-§_~~:>)~ ----_-:c:.:~·-:-=:::<:~~ OCSD FUTURE LINE PROJ: 5-63 STA:10+00.00 MH J 3.23 INV-IN-24" ,, ~------====-. ~~---r--c-----==~=====--==------ \_¥. WEST COAST .. HIGHWAY GRAPHIC SCALE r i i ( IN m;r ) 1 INCH= 20 n. t l\ 00 aJ N 1. IF ANY OF THE EXISTING PUBLiC -IMPROVEMENTS SURROUNDING THE SITE IS DAMAGED, NEW CONCRETE SIDEWALK, CURB AND GUTTER. ALI.EY /STREIT PAVEMENT; AND OTHER PUBLIC IMPROVEMENTS Will BE REQUIRED BY THE CITY AT THE TIME OF PRIVATE CONSTRUCTION COMPLETION; SAID DETERMINATION AND THE EXTEND-OF THE REPAIR-WORK SHALL BE MADE AT THE OlSCRETION OF THE PUBLIC WORKS INSPECTOR. I r I >>> .·.· ••i i WATER CONSTRUCTION NOTES @-2\2~~STRUCT 3• cw LINE r· I FIRE WATER CONSTRUCTION .NOTES @)+--IN;~_t\5•. FiREUNE CL.ii{ -~5({ -~~A :~00 _PIPE_ , (WATER LINE) BACKFlLL. AND .BEDDING. PER CllY ,STD-106-L i, ' · •. • -: -, : :._' .. ___ , ··1 CONSTRUCT 6" SDR 35 rPVC '.• •• • BACKFlLL, BEDDING, AND. TRE PER CllY • STD-105-L-'A AN ,· -_.;_,;. . " -i 1 .· CUT AND .CAP EXISTING ;SEWE • •• . pRO~E~ LINE. (ABAND?iN) • CUT AND. CAP EXISTING B" S "/ (ABANDO~) < > i • •• •·• CONSTRUCT. CLEANOUT P rvice Alert Southern California 11:. TOLL FREE 1-800 422-4133 DAYS BEFORE YOU DIG Y. .Bill 3019 NO EXCAVATION PERMIT ONTRACTOR CONTACTS ANO OBTA!NS FROM "UNDER-GROUND SERVICE )" AT LEAST TWO WORKING DAYS .2012· I "' o 0 l .::::_ N _j 0 w II z w . <X) LL &3u ~N ~ ~ <( '-.. g:-~> I . O<XJ uo -,,:I, >➔ z °' ~ 0 z LI.. ::J j -,,: t:c: u i:::i.. ~ :i u i;;,;:i-"" w ~ E-4 t:c: (D i::z::I 2S E-4 f-°' E-4 0 0.. ~ 0 U)_ 3c ~ <tj w -z ~ 0 U)_ u ~ ~ E-4 ~ i;;,;:i U)_ Zi;;,;:i i::z::I szi:=: C/J m ~o I i:-:,;;i 0.. ~o 0 E-4 I w -C'j z C/J LL z I I <X) 0 0 N 0 0 I 0 C\l ~ g 0 z f- i ~ u 3 w gc <i SHEET NO. 9 • ' OF 21 B UTIIJTY NOTE THE EXISTENCE AND APPROXIMATE LOCATION or UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS WERE DffiRMlNED BY A SEARCH OF THE AVAIL/ISLE PUBLIC RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UNDERGROUND UTILITIES OR STRUCTURES EXCEPT />S SHOWN ON THIS MAP. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURE$ TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND AN'f OTHER UTILITIES OR SUBSTRUCTURES AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY TiiE OWNERS OF THE UTILffiES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 7' e ------'l,.f~,::..--,,,,.=::__-,,) ~,-------=-----"'---,~--~,_ i.'""rt,•f,io:oo°'• ~~,,=== 3.23 JNV-I 2.88 INV- ~-=======-~=--_-\ ~ ¥, WEST COAST HIGHWAY \ Ex..___v,;;~JlID'---U\~~--------~------•--- GRAPHIC SCALE tJ.U.U-i t ~ {Dfl'Pt) 1 INCll= 20 J"f. [ID II] N 1. If AW OF THE EXISTING PUBLIC IMPROI/EMENTSSURROUNDINGlHESITElS DAMAGED, NEW CONCRETE SlOEWALK, CURB ANO CUTTER. AUEY/STREET PAVe~IENT, ANO OTHER PUBLIC lt,IPRO\/B.IENTS IYU.L BE REQUIRED BYTl-lE CITY ATTHETU.tF. OF l'RIVAlt CONSTRUCTION COMPLETION. SAID OCTERMINATION AND Tl-IE OOEND OF THE REPAIR WORK SHALL aE MADE AT THE DISCRETION OF THE PUBLIC WORKS INSPEC.TOR. 2. SEE PI.UMBING PL.ANS FOR SEl\£R & WAl(R CONSWJCTION WflHIN l!\.IILDING ANO PARKING STRUCTURE. NOTE AN APPROVED EMCROACHMEMT PERMIT IS REQUIRED FOR AU. ACTMTIES WITHIN THE PUBLIC RIGHT-Of-WAY. ll'ATER CONS'!RUCTION NOTES @--CONSTRUCT 3" CW L!Nt FIRE ll'ATER CONSTRUCTION NOTES @--INSTALL 8" FIREUNE Cl.ASS 1MI AYN/A. C900 PIPE {WATER LINE) B,\Cl(,Fll AND BEDDING PER CllY STD-106-L SEWER CONSTRUCTION NOTRS @--CONSTRUCT 8" SOR 35 PJC S£WEff: LINE. BACKFILL, BEDDING. AND TRENCH RESURFACING PER Cl'!Y ST0-105-L-A AND ST0-108-L @)--CUT AND CAP EXISTING SEWER lATERAL AT PROPERTY LINE (ABANDON) @---cur AND CAP EXISTING 8" SEWER l»IE -OON) ®--CONSiRUCT Cl.FANOUT PER CITY STD. 40fi-l @-PROTECT @-REMOVE ,@-AOJUSfTOGAAll£ @-REI..OCl.lE OWNER OR DEVELOPER VBA',PRQPERTIES 17750.NEWPORTBOULEVARD ~~AM~~~ ~~iLT PH; (949) 6¢5-9000 Underground Service Alert of Southem Co!ifornla all: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG NOTICE TO CONTRACTOR PlFRSUANTTO ASSEMBLY au :$019 NO 0:CAV~1l0~ PEf!l.l!T ISV'I.JlllJNL.ESSTHECONTRo.CfORCOITTACfSAl'lllOOTAINS IINIMOIJIRl'l,D.NUMBERFROM"UNOCR-GROI/IWSER'JIC( A.I.ERi" (1-800-4,12.-41J3) 1,,T LE/IST TWO WORklNG DAYS PRIOR TO COMt.lENQMl EXCAV/,,TIO~ 099a-20l2 g ~ ~ Iii= ::i::: i:i... t,!, laal-~ E-o ::i::: laal 2:i E-o E-< ;1 Ot/2 A.~ -:cs !ZIU ~ 'i:t: E-o ~ laal tr.I Zlaal laal ~Iii= tr.l ~ ;Jo 0 -C'? tr.l z I 0 0 0 N SHEET NO. 9 21 I I I I I I I I ,1 / I / I , I YAR{ES \ I I I I I I 1~ 1 1 I ) >( /\ \ / I I / I I / I \ I ~ I ~ : ~ I g tfb \ \ ::i \ ,t>d \ \ r:n ;, \ ""3 / I \ / I \8/ \ ~ \ ~ :I N..IJ tel\ ) 8 11 :! 1 11 ::;:\ /; ii \ / I y I \ ll 8~ ii; ', ~ t Ii s' l ~~ I I I I I I \ S~!ii z •~J~! g ~ ~,,~· 0 • ~:s~;s rrt ~ ti!~~~ -I t5 ~im O ~ /i u,c li:-<K:~"' (") V! 41,. ;-:-CD ::J ~~(s! ~ ~ 1fld ~-~ :~~~ ~ ~ :P:§F ;1 ~;~1 0 g ~ ;;i " :, i,,, -I ,::, fTI ;:io. • ;• 0 o "1 o ~ d ::u ~ ~¥ / I , ( \ ', I \ I I I I : I I \ I I /'\ r ~ t N.02'43'00"W, v V ------------- (i) " "/"' ; ii~ ~ i ~ ~ " . .q ~ ~ -; i j i ii C ij I !ii " !; 2~~~ ,,,,c;.:,~! d"-'!I'::~ :, 1 ~;;\i icfl·~""' PLAN FOR REFERENCE PURPOSES ONLY n • e § " i ~ SHEETTITLE GEOPIERS LOCATION PLAN DATE -"' 8/28/13 O ~ PROJECT SCALE MARINER'S POINTE ,~ = 10' DRAWN l\:) I 200-300 WEST COAST HIGHWAY V. F. L CHECKED -A.E.C. NO 10-028-FINE-GP-9 NEWPORT BEACH~ CALIFORNIA D. C. Q. PROJECf ENGINEER ANACAL ENGINEERING CO. CIVIL ENGINEERING & LAND SURVEYING 1900 EAST LA PALMA AVENUE N SUITE 202 N ANAHEIM, CALIFORNIA 92805 PHONE; 714-774-1763 FAX; 714-774-4690 E-MAIL ADDRESS: ANACAL@ANACALENGINEERING.COM ND. PERMrirlf.~~~o 6 \ oO RE'IISIONS 0~ I \\I I I/ \1 1!1111;/! !1 I Ii I I I 11, 11;, I' I \ \\\ I I I I \',,I '\f~I, 11\1q YJ/j;J !i \~ 1/// 1/////1 111/ , J / / \!ill \\\\ii i\111 \\\\Ii I~ \\\I 11\\ I, I/ µ I I I 1, I I ))))))/ I I I I ! / \ I 1 // I , //I, I I I /I ,1 p~ /I /I I 1/1 I I I I I 11 Ii i 11,1(!!; 111:,11.I /II'. I 11:•-·!· ~r-.:• ~=<:- ;j,. :e. '" 1'l ~ : . ~ 8 I DATE ) APP'D CITY OF COSTA MESA : VICINITY MAP NOT TO SCALE LEGEND ~ -FIRE HYDRANT . GRATEtlLEr //2' EDGEPAVEMENT cP """'""' WATE!I VALVE L -LITT LINE MEJER,PULLOOX " """"'""' SIGN PL PROPERTY UNE ""'""' "" •=-"' ◊ -LIGHT STANDAAD me __,._ -"'"'-WM WAlER MITER _,,.,, " -"'~"" CHAIKLl~FOICE ""'"-WROUGHT IRON FENCE """'""" <>--<)-""'""" ' """ "' GAS VALVE " -" -FIREH'YDRANT ro FIIISHEDGRAOE "' TOPOFSTEP " '"'" oor er CURBFACE "' Bll<EROUTE SF -"""""" '1. "-"'IJN( fD -'""' 1CP TOPOFSLOPE " ... , " ..,, 1P TOPOFDAAIH "" CROSSWM.l<BIJTTON EC EDGE OF GUTTER FC -F'INISIEICONCRUE NG KAlUAALGROLNl ASPHALT PA\IEMENT " BOilOMOFSTEP " -lRASHalCI..OSIJR£ " -""''"" sro SEWERCI.EANOUT " -FINISHEOfLOOR TC -lOPOfCURe ,. -''"'"' "" "'"""" BW BACKOFWAl..l( " -''""""" "' -TOP OFWAU. "' "'''"' " -TOPOFGAAT£ "' BOlTOld OF SLOPE (000) EXISTINC-FS -FINISHEDSURFACE DlRECTIONAL CONSTRUCTION STAKING NOTE TI-JESEIMPRO\IEMEITTPl.mSHAVEBEENPREPAREOWITH1HEli'IIDITTHAT THE FIRM OF ANACAL ENGIJIIEERING COMPAU'!' Will. Bf: Pffif'ORMING THE CONSTR!.lCTION STAKING FOR THE COt.\Pi..ETE Pl!OJECl". IF, H0\1/EIIER ACAL ENGINEERING FOR ERRORS OR Wl-1ICHCOUI.DHAVEBE:EN ~VOIDED, CORRECT[[) OR MffiGATEO IF ANAOO. ENGINEERING COIJPANY HAO PERFORMED THE STAKING WOO~. Underground Service Alert of Southem Co!ifomlo Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG NOTICE TO CONTRACTOR PIJRSI.W,T 10 ASSEMBI.Y au ~o,e NO f'.XCAVATION PER:la!IT ISVAIJOUNLESs™Eootl1"AAC1"0RCONTACfS~DOffiAINS ANINQUIRYI.D.NUMBcllFROM"tJHDER-CROIJNDSER\IICE = rb1C'/:;~~Nt~Ul11~ TWO WORl<lNG IIA'l'S OWNER OR DEVELOPER ---17758.NEWPOITTBOULEVARD COSTAMESA,CA92627 SOILS ENGINEER SHEET INDEX -"""-'""""""" 10 fflLE SHEET "'"'"-"' WATER Pl.AH EMERGENCY TELEPHONE NUMBERS AGENCY TELEPHONE SOLITh'ERNCAUFORIMGASCOIIPANY SOU11£RMCAI..IFOIWAEDJSONC(l,IPNIV PACjflC1D..EPHOl£COl,IPN{l' cmorNEWPORTBoo-i(l/11JT£SDEPT.) COOlflYSl\ll~OISlRICTS AOB.PlilACAEll.E ONDffiGROUNDS~CEAI.EllT I-S00-62+-815J 1-800-611-1911 '" 949-644-3011 714-952-2411 949--542--6222 1-l!00--422-4133 NOTE: PUBLIC WORKS DEPARTMENT MARINERS POINTE WATER MAIN INSTALLATION FROM DOVER DRIVE AT WEST COAST HIGHWAY INTERSECTION TO 364' OF DOVER DRIVE ALONG NORTH SIDE WEST COAST HIGHWAY APPROVED: DIRECTOR OF PUBLIC WORKS R.C.E. NO. 36106 APPROVED: DEPUlY PUBLIC WORKS DIRECTOR/C!lY ENGINEER R.C.E. NO. 24967 LOCATION MAP CAL TRANS NOTE: NOf,OSCAI.[ NEWINSTAl.l.ATIONSOFUTILITIESAND UTIUTY FACILITIES REQUIRE A MINIIIIUM DEPTH OF COVER Of' 36", AND Ul"IUTY SEIMCE CONNECTIONS REQUIRE A MINIMUM DEPTH OF COVEN 30" W/fHIN STATE RIGHT Of WAY, APPROVALRECOIIIMENtl::O DATE: DATE: \, ALL WORK OETAILED!()N•~E• s, l9 . ORMED UNDER CONTRACT S1-W..L, EXCEPT ~ OTHERWISE STATED IN TI-E CITY'S STANDARD Sl'ECl,'J! l'RO'/ISION3: OR ltl Tj-1I~ CONTRACT'S SPECW. PRO'IISIONS, BE CONSIRUCTEO IN ACCORDANCE WrrH THE "STANDARD sPttlFICATIONS'"roR f'UEU:'WO!IKS CONSTRlJCT!ON.° 2009 EDITION AND SUPPLaEITTS TO DAlE. 2. £XISIING UNDERGE!OUNO UllLITIES ARE SKOWN ,s. PER AVAIIAllLE RECORDS. THE CONTRACTOR SHALL BE RESPONSlB\.E FOR \IERIF'ttNG THE ACTUAL 1.00:now ANO Ei.£VATION IN THE m.LD PRIOR TO BECINNING COT-IS/RUCTION OF NEW FACILIT1£S. 3. STATIONING REFERS TO PIPE STATIONS UNLESS OTHERWISf INDICATED. 4. THE WALLS AND FACE Of AU. EXCAVATIONS GREATER THAN Fl\lE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING ~. SLOPING OF THE GffOUND OR O"THER EQIJIV,LENT ME.I.NS. lRENGi,ES OR EXCAVATIONS l!SS THAN FIVE (5) FIB IN DEPTH SHALL Al.SO BE GUA!IOE□ WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MO\IEMENT IMY BE EXP£CTEO. 5. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EKCAVATION OR TRENCH WORK PS DESCRIBED 1N NOTE 4 ABOVE FROM CAL-OSHA. 6. All WATER Pf'E SHALi. 0E BEDOE:O PER CITY OF NEWPORT BEACH ST0-108-l, ANO ALL SANO IJSED fOR BEOCING SHl\ll. BE MINlr.lUM JO S.E. 7. AU. WATER MAIN FTTTINGS SHALL BE I.ECl-!ANICAL JOINT DUCTILE IRCJll (Cl 52 MIN.) UNLESS OTHERWISE Sl'£CIFIED. AU. WATER &~:~~~~C'.A~O~.U.~~~ t::U. ~E8 ~~~~~~ED~rrwrr~~JE,:o~it~rti,tS OF THE S. THRUSTBLOCKSSHAll.BEINSTAUEOONALLWATERWJ!'lflTTINGSINACCOl'IOMCEWITHTHECrrYOFNEWPORTIIEN:H STD-510-L 9. WATER MIIINS SHAU. HA'IE A MINIMUM OF 36" OF CO'IER FROM FINISIJEO SURFACE. 10. THE COITTRo\Cl'OR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN ,IDVA/'lCE OF A SHUITlNG OFF OF ANY FIRE HYDRANTS AT(714)644-3106. 11. lHE CONIRACTOR SHAU NOTFY THE FIRE OEPART\100 ,48 HOORS 1N !DVANCE CF ALL u\NE CLOSUR£S. 12. AU. Fl.»IGE JOIN"rS Sf!ALL BE JOINED lJTILIZ~ TYPE J16 STAINLESS STEEL NUTS, WASHERS H-10 HEX-HEAD BOLl"S. OASKETS SHAU. BE FUU. FAf:f.D, Cl01l-J REltlFORCED BUW.-N RUBBER. 13. FLEX H-ID TRI\NSffiON COUPLINGS USED TO JOit! PIPE IN WATER MAIN CONSTRUCTION SHAU. HA'IE ALL THREADED PARTS AND JOltllNGHIIRDW>.REFABRlCATEOFROMlYPE316STI\INLESSSTEEI.. 14, PIP£ HARNESS ASSEMBLIES, WJ.\IEAUD FITTING RESTRAINTS ANO SI-\II.CKLE--ct.AMPASSEMBUES SHI\Ll. Bf JOINED UTILIZll>lG 1Yl'E J18 STAINLESS STEEL ALL-11-lREADED ROD, NUl"S. BOLTS ANO WAS1-lffiS. Ct.MIPS. SHACKLES ANO OTHER HAAOWARE MAY B'E CAABON S1EEI.S OR DUCTILE IRON \'/HERE APPROPRIATE. Bl/T Ml.lST BE COATEO UOOW.LY Wllll CORROSION F'ROTECTIVEMASTICCOMFOUND. 15. 8:JLTED CONNECTORSFABRIC'.ATED FROM TYPE 316 STA!NlE:SS STE£1.SHAU.HA\IEALLlHRE/IDED PARTSCOATSl LIBEIWJ.Y Wf!H AN APPROVED ANTI-SIEZE COMPOUl,Kl. 16. AU BOLTED AND THREAOEO FASTENERS SI-\All. BE IIWIUFACT\JRED IN TI-IE UNITro STA"TB OF' AMERICA AND SI-W.I. CONFORM TO THE MINIMUIII R'i:QUIREMENTS fOR STRENGTH, MATERIAL CONSTRUCTION ANO DIIIIENSION AS ESTi>aUSHEO BY lHE ASTM AND ANSISPECIFICATIONS. ALLFASTENERSSHALLaEACCOMPANIB)BYWRITT[NCERTFICATIONFROMTHEIAANUFACTURER. 17. lHE CONTRACTOR SHAU. REQUEST INSPECTION FROM THE PUBLIC WORKS DEPARTMENT 4B HOURS IN ,ID\/Aw:;f. OF PERFORMING mf WO!IK AT 644-3311 FOR PUBUC WORKS, AND 644-3011 FGR UTIUllES. THE PUBLIC WORKS OEPNITMENT INSP1::CTOR Sf-11,U ALSO 8£ NOTIFIED AfTE:R PLACEMEN! Of FORMS AND PRIOR TO PLACEMOO Of-" 00 CONCRETE FOR CURB AND GUTTER SOlHATTHEFORMS CAN BE C~ECKEOFOR LINE ANO GRi'lli:AND tru,IPATIBILITl'WlfH EX1snNG CONSTRIJCTION. 18. WATER LINE lllSTANCts SHOWN. ON THE PLAN AND IN lHE ESTIMATED QUAN1lTl£S ARE HORIZONTAL DISul.NCES. 19. AU. MECHANICAL JOOITS SHALL BE INSTAI..UD WlT1l RETAINER GLAN!IS. 20. gg~~ \IER1fY OEPTl1 ANO LOCATION OF ALL WATER CONNECTION POINTS PRlOfl TO COMMENCEMENT OF 21. THE CONTAACTOR SHAU !NSJ/11.L ON NEW PVC WATER MAIN A 10 GAUGE INSUI.AlED TRACINO WIRE PER U1E flSTRUCllONS FOR UTILITIES REPREsrnTATJ\IE, LOREN LOVE (949) 718-3410 UTILITY NOTE lHE EXISTENCE AND .APPROXIMATE LOCATION OF UNomGllOUND IJTILITIES OR STRUCIURES SHOWN ON lHESE PlJ.NS WERE llf.JERMINID BY A SEARCH OF 11--IE AVAILABLE PUBl\C RECORDS. 10 1HE BEST OF OUR KNDWLEDG£ TI-lERE AAE NO EXISTING UNOERGROUNDUTIUTIESORSTRUC"IURESEXCEPT/>SSHOWNONTHISMAP THE COl'ITRACTOR IS REQUIRED TO-Ti'J(E DUE Pf!ECAUTIOWIRY MEASURES TO PROTECT THE lmUTIES OR STRUCTURES SHOWN AND ANY OTHER tmLJnES OR SUBSffillClllRES AT THE SITT;. IT SI-IAU. BE THE CONTAACTOR'S RESPONSIBIUTY TO NOTIFY THE OWNERS OF "ll-lE UTILITIES OR SIRUCfURES CONCERNED SEFORE SJAR"llNG WORK, UNAUTHORIZED CHANGES AND USES CAUtlOO: THE ENGll'lEE!! PREPAAING 11-lESE PIANS Wlll NOT BE RESPONSIBLE FOR, OR 1..W!LE FOR, UNAIJJ"HORIZED CHANGES OR USESOFTHESEPL.ANS.Al..l.CHANGESTOTHEPLANSMUSTBEINWRITINGAND f.tUSTBEAPPROVEOBYMPREPAREllOF lHESEPLANS. JOB SITE CONDITIONS C0HSTRUCTIONCONTRACTOOAGR£ESlW,TINACCOROANC£WITHGENERALI.YACCe:PTEDCONSIRUCTIONPRACTICES.CONSTR1JCTl()t,I CONTRACTOR WILL BE REQUIRED 1D ~SUME SOLE AND COMPLETE RESPONSIBIUTI' FOR JOB SITE CONDITIONS DlJRlffG TliE COURSE GF CONSJRLerlON Of" THE PROJECT. INCLUDING SAFETY OF AU. PERSONS ANO PROPERTY; "THAT THIS R~OOREMENT SHAU BE t.lAOE TO APPLY CONTINUOUS!.Y AND NOT BE LIMITED TO NOIIIIW. WORKING KOURS, ANO CONSTRUCTION COmRACTOR FURTHER AGREES TO DEFEND, INDEMNIFYANDl10LO ~GN PROFESSIONALHARUlESSFROM m'fANDAU. l.JABIUTY, REAi.OR ALLEGED, IN CONNECTION WITH THE PERFORMN«:E OF WORK ON THIS PROJEcr, EXCEF'IING LIABILITY ARISING rnoM THE SOL£ NEGLIGENCE Of OCSIGN PROFESSJONM.. CONSTRUCTION NOTES FIRE-"W"ATER CONSTRUCTION NOTES NOTE: AU. FITTlNGS TO BE C-110 CD-~~Fl¥riWGS~:~7%~vl~~:srro @-~~-~~~CIPL.E CITY'S UTIUI'/' mo AT 949 WEST 16TH STREEI'. STD-520-L ©-ccmsrRUCT A WET MRRa FIRE l-f'l'DP>M" PER CllY Sf0-50(),-L @--~STALL POST lNDJCA'JOR VALVE PER @--INSTALL e· FIREI.H: c~ 800 Awt/A C900 PIPE (WATER LINE) DErAI!.. HEREON ©-BAC.kl'tLLANDBEODINGPERCITYSID-108-L TAP lNTO EXISllNG WATER WJN PER CITY COORDINATE SMUTOOWN WITH THE WATER PRODUCTIOH OMSION INSTALL S-DOUBLE CHECK OEl'ECTOR MASTER SERIES 87'1'1 PER STD-517-L ©--INSrAl..l. PRE:SSIAIE RIDUCING STATK»f f'ER CIIY ST0-521-t. ©--IHSTALL 6" )( a• REDUCER MJ lO ATTACH PROPOSED 8" EXISTING 6" WATER LINE ALONG WITH lRUST BLOCK ' @-~~Ef::i.~ENT CONNEcnON ffiTH.L 8° )( 6"lEE MJ X MJ I. Tl-IE FIRE FLOW REQUIREMENT FOR THE NEW OE\oROFMENT IS 2500 GFM ALONG WITH J rlRE H'fORAMTS.DUETOTHES!ZEOFTHEPROJECf,2FIRE H'rORANTSWIUBECOliSTRUCTEDINFRONTOFTHE !JE\/ELOPMEHrAND Tl-lE ADDfflOl>W. FIRE HYDRAfli IS LOCATEDACROSSWESTCOASTHIGHWAY. " ,~-~00-300 w. COAST HWY. 1-+-j~,C::.=c=,~:,=::c::,:::::::c::+,---J---,,..a,,,..,,"°'""'"'"'""""""a.---1 \?. -O\ cOwATER PLAN 1-+-1---------+---IDAiE R.C.E. NO. ,46214 RNlrrTE.E'S C<\'Wr.E SHEET 2. COORDINATE WATER MAIN SHUT oow~ W!TH MUNICIPAL OPERAllOMS -UTILITIES (WATER PROOLICTlON) DMSION Underground Service Alert of Southem Colifomio all: TOLL FREE 1-800 422-4133 "TWO WORKING DAYS BEFORE YOU DIG NOTICE TO CONTRACTOR PI.IRSIJANT TO ASSEMBLY BllL 3019 NO E'XCAY~TION Pffil,IIT IS VALID U~LoSS THE CONTRACTOR CONTACTS AND OBTAINS AN INQUIR'I' 1.0. NUMBEltffiOU "LINDER-GRO\JNOSER'IICE ~~•Ji1cot1:i~fit1~~~T~ 1W0 WOR~NG DAYS ! 00 II] N GRAPHIC SCALE ·~· (JNRB'r) t INCH• 10 ff. ~ ii I I I EXISTNG 1 I BUIUl'lG I I I L ___ _ I -~ ;' I 8 I ~ L - ~ Lr, ,✓,:71', if,, \ ', \ I , \ _) ' •/,;, ~;~1/ 7 8 --· s ' Plan View: not to scale @5 $!1:=A:F:1~'F .E:l:t~ ::-@ ~: ~ rJll<ri prSTl>-6>2-1, hot DIP ,.,,_i,o - @Clo.•~:,, moclot 1....i, !)ti' .plndlo paoeo (FOE.i : :."l\!lln:~..,: :tee.-:J~FEodx::-==~ thrust ', /,:},~ 3 CONSTRUCTION NOTES: 0=1!.i~.r:.: ~~!:~•:'~111, ::;,',,,.:,Ml.lls(""t<IOI Ille CNB Ulllltl .. Dopl. (844-$011) f,.- @!117 bolwl. f'E • FE. O,,,, .. t llno DI. @Ro~llon\-"9ogolovol¥0. ©olP m<rl<>"lk>od OJ>"°'~ (ff;). ®~"Pt .. ~'!:""lh!': =~~roliywl\h <1>od @::_th;ii.:i~-oi.o,'T'i;~ .. :~',:,._wt.4dld 0:;.,~ll'ICl,oornonl.llned0\.l'E•f'E•MJ•ndow/""Oflot GENERAL NOTES: CITY OF NEWPORT BEACH @:;"}:;,1';:'t~"',,,~,m0<tori,,o<IOu.-.-.. - ®:;;:;;,11::i;~i,-~Ah~ pot<i,lo-too-p;po @.) !,':;'= ~""s~..l'\.,,,fj ~pmg~n,:~~ @ :.; :'/~"'[7"'.;g.,:;."'ll,,,"~i,!" :~<>I,. Ou~ot m,ot ®r.t°'I-~~~~g~~~- @~'l!,.'f.l:< _...i,,,._ ~...--i.db<lll ,.,i-,hu!ol/ @"-._.,~,.,-•M-< @Ft•f11Jadopw0']U,..t•..-q1ooc1. @?z.".,.5; ~~~~ ::l~dlo...= (FOE.) @ IO'Olail o ,_ boltal t,, lllo "5do WOii of_,\\ po,-~ @~::.,7 -"""'""'• !"onl. Romae-, o,. .. ., or oop.....i @ i:'~P~i:,,•~:"'...,.. """ ~-. SooUo,OI ,.,.,1 moy @ro,,,~--nowbo!t..-!ly-FExfE. @~-140-900PVC-or,"""1orlbod,PE.,,oooe<!,Cf',Clo .. @?::"...,~;/~~~te';..,,;,dlo p~oe(Foc)!l<""""· @=,J!"~~-=U~~~-=•~· ®~;-~~~.rn,:.,t",....ft= ... •~~!::" @) ~~~on°l'!~~~,.....!>1',:"'.;.~'i.:l.°"'dbor,loood @00-bond.mortm-l_,DIPwllhMJ•l'C"",t,,!c_,e,o!oblook.@~Oj)..:~-~~ss"":..~ .... -;wllhotololooo...,_, @:::t~ ~":i~ :;::':ii.::.':'..':'" rounc.,.,._,at @'lh.,,,tbloe.ooorS"fl>..-Slo-1.-A. General Notes: ·,ooood Mlh on 8 m• pol:,,th~ .... -., -.i with tho AWWA .tool b!«aon,. lhd.""ical J,lr,t ohdl l>ojo/1,od ..W. ol\,__le .!':1..'::.t:'°by<>ttht~•p~el~~. -lo mall bo -.,; 1W Lr, G) Pull Up loop @ Releaserodw/vin)llliflham/le @Lockupbrnckel G)ealanclngspring @squcretubing @Adjustable mounting channel (?)clamp bracket @ (¾"~~l::;-tel mounting bolls 1. The B~co Lcdderl.JP safety poet is furnished completely (lssembled reodytll mount on rear of ladder with clamp brockets on climbing side. Ladder must be structurollyw1.1ndondsecurelyanchored. 2. On hollow round rung ladder.i Insert solld round bar (some length OS rung) into the top two rungs to provide addltionol strength and pr(!wmt crushing of therungwhenthelodderUP!afastened. 3. Adjustable mounting fits ladders with rung spacing up to (]bout 1'4-" [355mm] ~nter to center. 4. Clamp brocket may bereveraed to accommodate rung sl~es of 3/4" [19mm] to I 1/4" [32mm] with standard 2" [51mm] bolts furnished l<':irger rungs will requlrelongerbolts. ClTY OF NEWPORT BEACH PIIBJ.EWOltKSDEPAllThlll.NT Reduced Pressure Principle Backflow Prevention Assembly PRESSURE REDUCING STATION STANDARD VAULT LADDER "' ... @§)~~~[1[90" RETAINE!l OLM) & THRUSTBI.OCK .3 C900 8"~PE ~~ DETAIL & l'IRE-WATER CONSTRUCTION NOTES ,om AU. Fllm<s ro" c-no CD-~~~:w,,:-GS~:~~:rt.'.!i.~~~J~G ®-INSTM.L 1" PRESSURE PRINCIPLE BACKFLOW OE.VICE P~ CfJYSJ0-620-L CITY'S UTILITY YARD AT 949 WEST 16TH STREET. ©-COHSlRUCTAWErBARREI..FIRElffllRANTPERCIIYSID--500--L @- ©- @-©- INSTM..L8"FIREUNECIASS900AYmAC900PIPE{\IIAlERUNE) BACKFILLAll>IIElDINGPERCITYSTD--106-L TAP 11','1'0 EXISTINO WATER MAIN PER CITY COORDtNATE SHIJTOOWN WITH TliE WATER PRODUCTION DMSION INSTALL 8" DOUBLE CHECK DDECl'OR MASTER SEmES 876'1 PER STD-517-L INSTALL 3" WAITR SERVICE PER CITY STD-51'4-L 3-INCH MEIER SHALL BE: A NEPTUNE TRIJ-FLO COMPOUND METER WITH RBoo; C/F REGISTERS AND BRONZE STRAINERS. MUST PURCHASE FROM AQUARIUS WATERWORKS. IN!rrALLPRESSUREREOOCINGSWIONPERCITYSID-521-L INSTALL B" X 8" REDUCER l,IJ TO ATTACH PROPOSED 8" TO EXlsr!NG 6" WATER LINE ALONG WITH TRUST BLOCK REDUCER PER STD-510-LB @-INSTALL 3" PRESSURl:: PRINCIPLE BACl<FLDW llE.WJE PER CITY STD--520--L ill @- @- ®--®-®--@::- INSTALLPOSTIND~TORVALVEPERDETAll.HEREON INSTM.L FIRE DEPARTMENT CONNECTION PERDErAILHEREON !NSl'ALl.8°X6"TEEt.lJXldJ INSTAl..l.8"X8"TEEI.\IXlilJ INSTAil. TRUST 81.0CKS PER STD-6\0•L-A @--INSTAU.8"X8"11.25'0UCTIL.E MJ X MJ FllTING ffi @-INSl'ALl.8"FEXMJGATEVAL'IE @--- @---- INSl'ALL3"SERVICEUNE INSTALL 10" STANOPIPf.: valf PER SITY STD 537-L-B //lllJUSTABlEINDICIITOR POSTWllHTIIMPERS'MTCII » POST INDICATOR VAULVE DETAIL NOTE: * ~;m~~f. we:~~~~ ~~R~ CHANGESTOTHISPI..AN CALTIWiSCURB~DSID~KRi:l.OCATION, CAL TRANS NOTE: CROKER TWO-W~Y LAPPERINL MODEL 6420SERIESOREOUAL FIRE DEPT.INLET CONN. 4"X2-1/2"X2-1/2" DETAIL AT FIRE DEPT CONN- ~ANrariENGINEER R.CL NO. 46214 6°UNLESSNOTEO PERMITTEE'S COPY 0993-2012 200-300 W. COAST HWY. WATER PLAN NEW INSTIIL.!ATIONS OF UTIUTIES AND UTIUTY FACILITIES REQUIRE A MINIMUM DEf'THOFCOVfROfJ6",ANOUTIUTYSERVICECONNECTIONSREQUIREA Mlt411.4UUOEP1HOfCOVERJO"Wlll11NSfATERIGHTOFWAY. 1-"-"~'"~--~=~----'-..,,.._-+~~a~io;!*·-""-"'•"foor~"".'_,,.c.,wc.e. •;; ClTY" OF NEWPORT BEACH XXXXX o. c. o. 5 22 13 PUBLIC WORKS DEPARTMENT SHm 120r 21 ei I ... 0 !--'Sr ; ~ ,--~-7 I 1 _ 7 I I 1 1 I 1 1 ! I I L J I I I I I I I I~~~~- (.) ~ CAL TRANS NOTE: R OF PARKING STRUCTURE -------------- HE'/flNSfALI.ATIONSOFIJllLJTIESANI> \ITllJTY FACILITIES REQUIRE A MINIMUM OEPTHOFCOVE!lOF36",ANDUTIL.llY SERVICE CONNECTIONS REtllARE A Ml~MUM DEPll-1 OF CO\IER 30" WITHI'< SfAlE RIGHT OF WAY. Underground Service Alert of Southern Colilomia II: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG NOTICE TO CONTRACTOR PURSUAIITT0"5SEMal.YBU.J019NOEJCCAVATIOl'IPERMrl IS\l>I.I0~ts:ilHECONTRACrORCONTACTSAN00BTM>IS I\N IN0\11/1Yl,D, Nl.lMBER f'IIOM "IJNllffl-GROUNOSER\llCE ~ .Jte~rifil~1~&.e!.n~lWO WOAAINO DAYS 3 OPoSEU a· GRAPHIC SCALE ·~ {JNJ'DT) l ome -10 Fr. 0993-201 ffi-WATER MAIN LOC,.TION CHANGEO DUE CALTRANSC\JRE!ANDSIOEWALKREl.OC,O,.TlON, 200-300 W. COAST HWY. WATER PLAN r""'~L"~----:=c:----~"-'_'oico,a~,.'";,;fi'-•~'·,a;s°"."-•~•-· ',· CITY OF NEWPORT BEACH XXXXX CHECK~. C. Q, 1),1,1! 13 PUBLIC WORKS DEPARTMENT SHEEI" 130F 21 SIGNING. AND STRIPING PLAN GENERAL NOTES: 1. SEE SlREET IMPROVEMENT PLANS FOR EXISTING UTILITY LOCATIONS. J. STRIPING OETA!LS, MARKINGS, MARKERS, ETC. SHALL BE PER STAlE OF CALJFORNJA OEPi. OF lRANSf'ORTATION STANDARD PLANS, MAY 2006 E01110N. 4. TEMPORAR'I' TRAfflC STRIPING AND MARKINGS SHALL BE PAINT APPLIED IN 00E C6A'i" ANb AS SOON AS POSSIBLE WI.THIN 24 HOURS AFltR TiiE FINISHED COURSE OF PAVEMENT HAS BEEN APPUEO. 5. FINAL S'iRIPING SHALL SE "SPRAYABLE REfLECTORIZEO THERMOPLASTIC" APPLIED AT A MINIMUM THICKNESS OF 0.25 MM. CROSSWALKS AND LIMIT LINES SHALL BE APPUED AT A MINIMUM OF 0.90 MM. ALL LIMIT LINES SHALL BE 12H WHIT£ ~NLESS NOTED OTHERWISE. 8. REFlECTIVE PAVEMENT MARKERS SHALL BE 3M SERIES 290 VERSION OR EQUIVALENT V/11}1 GLASS REFLECTIVE FACES. 7. THE FIRE HYDRANT PAVEMENT MARK\=:RS SHALL BE LOCATED PER cNB sro..:902-L 8. PRIOR TO INSTALLATION or FINAL STRLP!NG, "CAT TRACK" LAYOUTS SHALL sE APPROVED BY THE CITY OF NEIWORT BEACH. 10. REMOVE ALL CONFLICTING STRIPING BY SANDBLASTING. REMOVE ALL RPM'S. 11. S!GNS SHALL BE STANDARD SIZE .PER THE CALIFORNIA MUTCD UNLESS ·oTHfRWlsE SHOWN. . RE1ROREFU:CTIVE SHEETING .SHALL BE, TYPE 4 OR GREA1ER. SIGN SHALL BE MADE OF AWMINUM (.OS INCH THICKNESS). 12.NEW SIGN.POSTS SHALL BE 14 GAUGE 2 INCH SQU.6.RE (OD) UNISTRUT INTO A 12 GAUGE: 2 1/4 INCH UNISTRUT (OD) BASE. UNISTRUT BASE SHALL BE INSTALLED AT A DEPTH OF" 18 INCHES IN CONCRETE AND 30 INCHES IN DIRT. CONTRACTOR SHAll USA LOCATION PRIOR ·TO INSTALLING SIGN. 13. SIGtf MOUNTING HARDWARE AND BRACKETS SHALL BE STAINLESS STEEL ANTI-SEIZE LUBRICANT SHALL BE APPLIED TO MOUNTING HARDWARE PRIOR TO INSTALLATION. 14, s1GNs 'Sl1ALL BE INSTALLED-AT A Ct.EAR HEIGHT OF SEVEN FEET UNLESS OTHERWISE SHOWN ON PLANS. LOCATION OF SIGNS SHOWN ON PLANS IN APPROXIMATE AND SHALL BE APPROVED BY 11-IE CITY PRIOR TO INSTALLATION. -~ =r'-'=.:~~~::7~[~~~~~'2~ --~ -----~ ---~ ~,,-_-_ -~~ -_,, -. ,c7 LEGEND ~ EXISTING SlRIPING &: MARKINGS TO REMAIN. """"':-;";""" EXISTING STRIPING & MARKINGS TO BE REMOVED. ~ PROPOSED STRIPING &: MARKINGS. EXISTING SIGN TO R£i.1AIN. PROPOSED SIGN. @ SIGNALIZED INTERSECTION. ' SfART AND END POINTS Of CURVE/TRANSITION. -~--' ,j} -~ ~ ==c-c ~ _:- COAST SIGNING AND STRIPING PLAN CONSTRUCTION -NOTES [[) EXISTlNG TO REMAIN UNLESS NOTED OTHERWISE. OJ ~~g~r~:l;~~i:i~'7£~~~~\ll:~~tA~A~~~is1:/EGEND, EXCEPT AS NOTED TO REMAIN. (!I REMOVE EXISTING SIGN· AND/OR POST, AS SHOWN. w INSTALL HEW SIGN ONTO POST. STREET UGKT POLE, OR TRAFFIC SJGNAL POI.£. AS ·sH6\l.iN: III RELOCATE EXISTING SIGN(S), AS SHOWN. ITI) 1NSTALL 4• SOLID 'M--l!TE RIGHT EDGEUNE PER CALTRANS STD PLAN A2DB. DETAIL 278. fEI INSTALL a• SOLID WHITE STRIPE AT 30· AND 25' SPAC!NG AS SHOWN. R3-1 5/ I 011-1 RS-1 RIGHT lANE ENDS W9-1 DOVER DR DOVER DR PERMIT .NO_ 1212-6MC-0100C CALTRANS APPROVED BY: f I■ ~ z ~ -< :::c: ....:i c.!l 11-. .,;i~ 0 E-< :::c: ~ .··~E--l e:: 0 Cfl P-.<t: p::; 0 E-< CflU VJ 'i::c; E-< A z µ'1 Cfl -< ~~ 0 z -<o z ;:;::o ~ C':) I VJ 0 0 C\! 14 21 ·'"-'-"··· EQUIPMENT SCHEDULE STIIHOARD SIGIIAI.. II0Ull11NG ANO. PLACEMENT LOC. · VEHICLE TYPE PED. IIASIAAII SIGNAL· @ 29A-5-161 35' 55' 15' 310W SV-1-T. MAT SP-1-T MAS ® PPB POST S-4" . - © l-A(RL) 10'(AL) TV-2-T(RL) SP-1-,-T(RL) © 26A~4,-161 35•. 40' 15' 310W SV-1-T MAT MAS © 1--.A 10" TV-2-T SP-1--cT ® 61A-5-161 35' 50' 15' 310W $'1-:-1-T MAT SP-1-T . MAS © 1-A 10" TV-2-T. ® 61A.;.5-161 35' 60' 15' ·310W sv-1-r MAT SP ... i...;t MAS 0 1-A 10' -TV-2-T SP-1-T ALL EQUIPMENT IS EXISTING UNLESS NOTED O~WISE, (RL) = RELOCATED CONDUCTOR SCHEDULE AWG SIZE p CONDUIT SIZE AND OR 0 PHASE CABLE TYPE L A A\ IA\ i/4\ 1/4\. 1/4\ E N0.14 CABLES (fi ¢2,¢5,-2P ------C -0 C ~ -PB ----- N 12 0 CCJ <&7,¢8,"8P ¢2PPB ------D N i't11 ¢7 - - ---IYl) u D (t) C u 111,,,2,112P 12PPB ----,v, IV, T 3 C ~ •1.t6,16P I Yo ~ IVo Vo --0 T ¢7,08 ¢6PPB -1/j Vi Vi --R 0 R ~ ¢8,oBP f6PPB --V1 v1 ·-- tlS,•6.-6P "8PP8 ---V, - - TOTAL CABLES -12 CON / 3 CON vo V1 !1/2 Yi 1/j ~ #6 SERVICE #10 LUMIHAIRES #12 IISNS fl t>2 lYPE •a• ,s DLC ¢7 •s TOTAL 3M MODEL GTT f:VP 12PR #19 SIC INTERCONNECT . CONDUIT SIZES (INCHES\ CONSTRUCTION NOTES 3 3 3 3 -- 2 2 2 2 -2 2 2 2 2 -2· ---2 ------3 3 ---3 - --3 3 3 ----- - --·-3 3 6 3 3 1 1 2 2 -1 ----1 1 3"(E 4"{E) 4"(EJ 4"{E) 4"(£) J"(E) ,----,-- EX. 2"C.;_/ · NEW 3 DLC m RELOCATE EXISTING 170L CONTROLLER, BATTERY BACK. UP • • 1..:.1 SYSTEM, AND TYPE 332 CABINET TO NEW LOCATION SHOWN .ON PLAN AND ON TOP or· NEW FOUNDATION. FURNISH AND :INSTALL DETECTOR SENSOR, LOAD SWITCHES. M-r-< OTHER EQUIPMENT NECESSARY fOR .INTENDED OPERATION. REMOVE EXISTING FOUNDATION COMPLETE. I]) ~ROTECT .IN PLACE AND REUSE EXISTING ,:YPE 111 • SERVICE ENCLOSURE. • • • . .. PPB POLE • fl A - ¢8 E •2 s ¢2 N - ¢6 N ¢6 N ¢8 .. E . -... RUN 1/2\ -- V1 IVO Vi ----V2 - 2 2 - 3 -- 6 9 1 1 3'CE RROW ---- ~ --.- 1/4\ Vo IV! V, Vo IV, Vo Vt 1-4 V, ¾ 3 -- 2 3 3 3 6 17 4 1 2-4" LOCATION& A B ElQSllNG EXISTING EXISTING EXISTING 5' 4' EXISTING ElQSllNG EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING i:i.sxs; REMARKS LEGEND. • Dover or~ Pacific COast Hwy Bayshore Dr .. Poclfic Coast Hwy OR oy OG •G~ DETAIL "A" . 12;; 4-'-SECTION VEHICL.t ,HEAD . NO SCALE ---~-~.-~-~-- COAST m·cONTRACTOR SHALL-REMOVE nit EXl~TING SIC CONNECTING TO BAYSIDE DRIVE AND INSTALL ,A NEW SIC. FROM THE RELOCATED CONTROLLER LOCATION TO THE TRAFFIC SIGNAL CONTROLLER AT BAYSIDE DRIVE, THI': CONTRACTOR MAY RE-USE THE EXISTING •• SIC TO BALBOA DRIVE BY DISCONNECTING FROM THE EXISTING CON'fROLLER AND CONNECTING TO .THE RELOCATED CONTROLLER LOCATION SHOWN ON PLAN. . . . . •• 11) ~tLciCATE E:XISllNG 1~A POLE •AND ALL EQUIPMENT ATTACHED • TO NEW POI.£ LOCATION @ . REMOVE EXISTING FOUND )'I:·· • COMPLETE. : ·: : @l ADJUST PULL BOX TO PROPOSED DRIVEWAY .GRADE. '' PERMIT NO. :...1212.-"6MC;:.;0iboc ~, :CALTRANS REVIEWED BY: APPROVED BY: DATE 1 .. ALL WORK MATERIAL AND EQUIPMEtlT SHALL BE FURNISHED BY THE CONTRACTOR AND CONFORM TO (1) THE TRAFFIC SIGNAL MODIFICATION PLANS.FOR THIS PROJECT, (2) THE STATE OF CALlf'ORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD PLANS ANO STANDARD SPECIFICATION DATED 2010, (3) THE "GREENBOOK" STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION; 2012 ED., AND (4) THE CITY OF NEWPORT BEACH DESIClN .CRITERIA, STANDARD SPECIAL PROVISIONS & STANDARD DRAWINGS, LATEST ED. 2. THE CONTRACTOR IS REQUIRED TO ,ASCERTAiN THE EXACT LOCATION OF UNDERGROUND· FACILITIES PRIOR TO DOING WORK. EXISTING UNDERGROUND UTILITIES .ARE SHOWN AS PER • AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL .LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. THE CONTRACTOR SHALL OBTAIN. ALL NECESSARY PERMITS AND NOllFY ALL UTILllY COMPANIES A MINIMUM OF 48 HOURS PRIOR TO THE START OF ·coNSTRUCTION. IT SHALL BE THE RESPONSIBILITY Of THE CONTRACTOR TO COOR DINA TE ALL PHASES OF THE ,.CONSTRUCTION WITH lHE VARIOUS UTILITY COMPANIES INVOL \'ED. 4-·~fuiTi;;<R s~o"o~l~i0~\Ji~Mx~c~HlfitE1/2~ r°rfm~E p~m-.:rii~L pg~~oc~iw~J:5; • •. •. t . • • 5. ALL NEW PULL BOXES SHALL BE NO. 6 UNLESS OTHERWISE NOTED ON PLANS. ·•• .... PROPOSED SIGNAL PHASE .1>tAGRA~ ~ 1-:-lb:-l--:-I r:-1 :-1111 I l!LI • PHASE 7 AND 8 OPERATES AS SPLIT _ ..'.EX. 2•c.. . : . NEW 12 PR /119 SIC TO 3 ' . CONITROLLER O ilAYSIDE DR. (APPROX. 2100') 2•c.; 1NEW SIC, ' '' .{ Ge:Ne:RAl'lNoits : cdffr .': • J 6. ALL SALVAGED MATERIAL AND EOUIPMENT SHALL BECOME THE ·i>ROPERTY Of THE CONTRACTOR, EXCEPT AS REQUESTED, SHALL BE SALVAGE;[) TO THE } CiTi OF NEWPORT BEACH. f 1. ~iJrt.mc P~?g'ia5~~fi: ~~MW! MAiike:ils; •AND STRIPING SHALL BE " j 8. THE CONTRACTOR SHALL NOTIFY THE CIT'r.'At i.£AST 4ii'HduRS IN ADVANCE ' ¾ OF lliE ELEC'fRICAL WORK ANO PRIOR TO REQUIRED INSPECTIONS, - 9. ALL NEW CONDUITS SHALL. BE PVC SCHEDUL.E '80 'At A MiNIMUM DEPTH PER •• . N.E.C. 2011. . • • I 100SIGNAL SHALL REMAIN IN OPERATIOW AT Ail' TIMES~ \/) •.•. ,, >-g. f D. l!-• q .• 1 8 -~IA·· .J· t/J t~-~I -·1· ill "' t-·-I i a:: UJ D. GRAPHIC SCAIE: 1"=20' c; z: ~ 0 z . &i 0 m g w "' a. . <f. SHEEf NO. 15 21 Of -STREET LiGHT PLAN GENERAL NOTES 1. lHE CON1RACTOR SHALL OBTAIN ALL NECESSARY PERMITS ·FROM THE CiTY ANll SllUTHERN CALIFORNIA Ei)JSON COMPANY (SCE). --. . . 2. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WllH tliE CURRENT CITY STANDARD 'ilRAWINGS, STANDARD. PLANS AND SPECIFICATIONS -FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION WITH SUPPLEMENTS, THE . NATIONAL ELECTRICAL CODE. THE CALIFORNIA STATE SAFETY ORDER AND All OTHER CODES AND ORDINANCES, - • AND RU.LES AND REQVIREMENTS OF AUTHORITIES HAVING JURISDICTION, . . . . . • 3• ~6u~~:M~:.gri:NtH~tt ~'~ ~}L N~~o~~E~1~'N ,PERMrts AS REQUIRED BY THE' UTILITY COMPANY 4. ALL WORK RELATED TO ELECTRICAL SERVICE SHALL BE PERFORMED IN toNFORMANCE WITH ·set ;RtciOiREMENTS ANO THE CITY OF NEWPORT BEACH. . ' ' • . ·5. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE THEMSELYES WITH THE WORK SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTILY OR INDIRECTILY FROM THEIR OPERATIONS •. WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. . . , 6. TWENTY-FOUR (24) HOUR PRIOR NOTICES SHA°LL -BE GIVEN FOR ALL CITY IN.SPECllONS. 7. ALL WORK INCLUDING BONDING SHALL BE DONE IN CONFORMANCE WITH iHE NA llONAL ELECTRICAL ,c6oi: "(NEC), CURRENT EDITION. • • • . .• . • ' • . . . . . . 8. ALL NEW PULL BOXES SHALL BE NO. 3.5 UNLESS SHOWN -OiHERWISE ON THE PLAN. ,ALL PULL BOX UDS'dti STREET LIGH(CONDUiTS SHALL READ "STREET LIGHTING." A MINIMUM OF·iHNCHES OF· CLEARANCE SHALL BE PR0_"10EO BETWEEN THE TOP OF ANY CONDUIT AND THE BOTTOM OF THE PULL BOX LID. • _-_._- COAST- STREET LIGHT PLAN INSTALLAflON NOTE: 0 INSTALL CONCRETE; LIGHT STANDARD-TYPE C-1 PER STANDARD PLANS PER THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA) USE_ WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION MANUAL, • INSTALL NEW 200 WATT LUMINAIRE AND 12-FOOT LUMINAIRE ARM ON NEW _LIGHT POLE DEMOLITION NOTES: • (i) DISCONNECT, REMOVE:-AND SALVAGE EXIS~ING0 U~HT POlE AND LUMl~AIRES .AND REMOVE EXISTING . FOUNDATION COMPLETE. • , • -• • {y PR10R T~ 01scooNEcT10N. REMOVAL & DEMciLitioN of'JxisTIN<i u'f.JbtRGRoUNo Eircm,c,;[. -& LIGHT . STAND,6.ROS, CONTRACTOR SHA.LL MAKE SURE THAT THE EXISTING LIGHTING CIRCUIT IS DE-ENERGIZED .. 1N~ 11Nf !1~ij 11~~ !1~ij ¼> ¼> ~ -~ NOTE: CONDUIT WllH PULL-"ROPE ANO PULL BOX ARE TO BE INSTALLED BY lHE CONTRACTOR. STREET UGHlS AND CONDUCTORS Will BE INSTALLED AND CONNECTED IN WORKING ORDER BY lHE ~TRACTOR. - -· CONTRACTOR TO COORDINATE WllH SOUTHERN - , CALIFORNIA EDISON (SCE) FOR DE-ENERGl:ztNG OF • STREET UGHlS PRIOR TO CONSTRUCTION. SCE CONTACT : SIL'IIA K~IGHT AT (714) 895-0217. DOVER DR LEGEND --a ......... gs . . ...... . .. . . . . •·• .. . ... . . '~ : ···. ·•. . EXISTING STR(El;LIGI-IT, PM Jb RJ!MAIN EXISTING STREET LIGHT POLE TO BE REMOVED PROPOSED STREET LIGHT POLE PERMIT NO. 1212-6MC-0100C CALTRANS REVIEWED BY: DATE I APPROVED BY: . DAT£ GRAPHIC SCALE: w ~ 0 l■-- "-• ,- SHEET NO. 16 21 or 0 z cj w <i. CONSTRUCTION SIGNS ON THIS SHEET G20-2 END ROAD WORK· M4-'-9b(Rt) 07 ~ C17-BACK(35)(CA) END 35 SPfill LIMIT LEGEND R3.,-4 Ei FLASHING ARROW SIGN (FAS) ~ " HIGH LEVELWARNING DEVICE :iJ TYPE u·•BARRICADE WITH SIGN :jl · TYPE Iii BARRICADE WITH SIGN • CONSTRUCiiON WORK ZONE LANE CLOSUR.E SIGNALIZED INTERSECTION ALIGNMENT OF CONE i:JELINEATOR (STICK DOWN TYPE) • R9-9 R9-9(MO0) . ~ PORTABLE BARRICADE TEMPORARY PEDESTRIAN PATH OF iRAVEl ROAD WORK AHEAD EXPECTED DURATION: 12. WEEKS 1- • -~ :5 t~ ~x. xo "'"" ~~ NOTE: CONTRACTOR TO ENSURE THE SAFETY OF BOTH THE PUBLIC AND WORKERS BY PROVIDING CERTIFIED FLAGMEN TO CONTROL IN INGRESS AND EGRESS OF ANY VEHICLES IN AND OUT OF THE CONSTRUCTION WORK ZONE. INSTALL ADA ACCESsiBl.E PEDESTRIAN ACCESS PLATFORM.· CONTRACTOR SHALL MAINTAIN ITS INTEGRITY AND ACCESSIBILITY AT ALL TIMES. -- 250' \ WORK ):ZONE TRAFFIC<CONTROL PLAN INSTALLAflON NOt1:is - • '· II) EXISTING TO REMAIN UNLESS NOTED OTHERWISE. IJJ PLACE O_R INSTALL BARRICADE, SURFACE MOUNTED CHANNELIZER, PORTABLE DELINEATOR, CONES, SIGN, FLASHING ARROW SIGN, OR HIGH LEVEL WARNING DEVICE AS NOTED. III REMOVE EXISTING SlRIPING AND/OR PAVEMENT MARKINGS AS SHOWN. I]) TEMPORARY COVER· EXISTNG SIGN • AS NO_TED. _ {!I PAINT TEMPORARY STRIPING AND/OR PAVEMENT ,MARKINGS AS·SHOWN. to;isT (45 iiPHi • PR. CHAiN ,LINK FENCE TO BE INSTALLED BY THE CONTRACTOR NOTE: CONTRACTOR TO COORDINATE WITH OCTA FOR TEMPORARY RELOCATION OF BUS STOP LOCATION CONSTRUCTION WORK HOURS SHAU. ONLY BE "'1.LOWEO BETWEEN THE HOURS OF 9AM TO 3PM. ' WAY (Sfr--t) .;:;HIGH NOTE: CONTRACTOR TO MAIN ACCESS : '>,; TO CROS~WALK AT ALL TIMES 'INSTALL TEMPORARY CRASH CUSHIONS PER 1CALTRANS STANDARD PLAN T2, ARRAY TS11 BIKE LANE ARROW ..... '.l BIKl?~~1ft~~irgL P~_tpt:it~ 4 (CAL TRANS STD PLAN A24C). "\ 2 \ R9"9·1· M-'3# -11' 11' 11' 13' 1~~ ·_ nM~ l1~ij l1~ij l1Nij ¾>-~ ~ , 0 ' R73-5(CA)✓\ -\ -\ IJD'-TAPER WORK ZONE TRAFFIC CONTROL PLAN GENERAL NOTES • 1. IT IS THE RESPON~BILITY OF THE CONTRACTOR PERFORMING-il'ORK ON A PUBLIC STREET TO INSTALL AND MAINTAIN THE TRAmc CONTROL DEVICES AS SHOWN HEREIN, AS WELL AS ANY SUCH ADDITIONAL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED TO INSURE lHE SAFE MOVEMENT OF TRAFFIC AND PEDESTRIANS THROUGH OR ·AROUND THE WORK AREA AND PROVIDE MAXIMUM PROTECTION AND SAFETY TO CONSTRUCTION WORKERS. 2. ALL DELINEATORS SHALL BE EQUIPPED WITH REFLECTIVE BAND. AT NIGHT TIME. 3. THE CONTRACTOR SHALL NOTIFY CAL TRANS AT LEAST Fl'IE WORKING DAYS IN Abv.>;Nct ,of' iMPLEMENTING ANY CONSTRtiCilON 'DETOUR. 4. ALL SIGNS, DELINEATORS, BARRICADES, ETC. AND THEIR INSTALLATION SHALL CONFORM TO THE STATE OF. CALIFORNIA STANDARD SEPCIFICATIONS LATE~T EDIT!ON, THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.UTCD) 2012 EQllleiN AND THE WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH, LA TEST EDlllON). • 5. CITY OF NEWPORT BEACH RESERVES THE RIGHT TO OBSERVE THES(TRAFFIC CONTROL PLANS I_N u·se: AND TO ·MAKE ANY NECESSARY CHANGES AS FlEL.0 CONOlllONS WARRANT. ANY CHANGES WHALL SUPERSEDE THESE PLANS AND BE DONE PER THE 2012 .MUTCD WITH THE APPROVAL OF CITY ENGINEER, REVISED TRAFFIC CONTROL PLANS MAY BE REQURED BY CITY. EXACT LOCATION OF ALL EQUIPMENT AND TRAFFIC CONTROL DEVICES SHALL BE DETERMINED BY THE ENGINEER. • • • 6. ALL TRAFFIC CONTROL DEVICES, STRIPES, MARKINGS, LEGENDS AND RAISED PAVEMENT MARKERS SHALL CONFORM TO 2012 CALIFORNIA MUTCD, 2010 CALTRANS STANDARD PLANS, AND STANDARD SPECIFlCATIONS. • • • 7. ALL TRAmc CONTROL DEVICES SHALL BE KEPT IN THEIR PROPER i>bsilibN AT')H,TIMts;·,AND-SHALi-si:°Re'PAIRED, REPLACED, ◊R°CLEANED .AS NECESSARY TO PRESERVE THEIR APPERANCE AND CONTINUITY. • 8. ALL TRAFFIC LANES.SHALL HAVE A MINIMUM OF 5 FEET CLEARANCE FROl,l'OPEN. EXCAVACATIONS,_AND A MINIMUM OF 2 FEET FROM VERTICAL OBSTRUCTIONS. 9. CONTRACTOR SHALL. PROVIDE FLAGGERS AS DEEMED NECESSARY BY. THE EN_GINEER. . . 10. CONTRACTOR SHALL NOTIFY ALL AFFECTED ·RESIDENTS AND•BUSINESSES FIVE WORKING DAYS PRIOR. TO CONSTRUCTION. 11'. - \ 1- \ \ \ DOVER DR -~W20-1 i1. All ADVANCED WARNING SIGNS iSHALL BE -EQUIPPED WITH FLAGS DURING D"-Y TIME WORKING HOURS AND WITH WARNING LIGHTS AT NIGHT. 12: TRAFFIC SIGNALS SHALl REMAIN IN OPERATION AT ALL TIMES. CONFLICTING TRAFFlC SIGNAL INDICATIONS SHALL llE COVERED AND SIGNAL OPERATION DURING • 'EACH CONSTRUCTION PHASE_ SHALL BE COORDINATED WITH AND APPROVED BY CALTRANS. • ' • . • • - 13. PLACE ADDITIONAL•."LANE CLOSED" (C3D) SIGNS ON TYPE II BARRICADES AT 150 f"OOT INTERVALS THROUGHOUT EXTENDED WORK AREAS IN EACH LANE THAT IS 'CLOSED. INSTALL "OPEN TRENCH" (C27) SIGNS WHENEVER AN' OPEN EXCAVATION AREA EXISTS ADJACENT TO THE TRAVELED WAY. 14. ALL 1tMPORARY TRAFFIC CONTROL DEVICES SHALL BE REM.DI/ED FOLLOWING COMPLETION OF EACH CONSTRUCTION STAGE AND THE PERMANENT TRAFFIC CONTROL DEVICES SHALL BE RESTORED BY THE CONTRACTOR AT THE END OF EACH WORK DAY. 15. CONTRACTOR SHALL:-Rt~LACE/REPAIR ALL DAMAGED STRIPING WITH TEMPORARY STRIPING OR RAISED PAVEM,1j;T M~RK.ERS ATEND OF EACH WORKING DAY. 16. CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE AMERiCAN DISABIUTY ACT °A'cttSSllllLITY GUIDELINES AND WITH THE CALIFORNIA ACCESSIBILITY GUIDELINES AS RELATED ro PEDESTRIAN ACCESS AND SHALL MAINTAIN PEDESTRIAN ACCESS AT ALL TIMES PER ADA-REQUIREMENTS. SIDEWALK CLOSURE/DETOUR SHALL COMP~Y WITH .THE 2012 MUTCO STANDARDS. • •• 17, -CONTRACfOfl°-SHALL COVER CiRi REMOVE ALL CONfl.lCTING SIGNS, 18. CONTRACTOR ·sHALL POST "SYMBOL" UNEVEN LANES, "STEEL PLATES AHEAD"'oR "BUMP' SIGNS, FOR PAVEMENT SURFACE DISRUPTIONS OF 1/2 IN. OR GREATER. PAVEMENT DISRUPTIOi\lS OF 1 INCH.OR GREATER SHALL HAVE BEVELED EDGE OF FOUR(4) HORIZONTAL TO ONE(1) VERTICAL 19. CONTRACTOR SHALL INSTALL "CAUTION STEEL PLATES AHEAD" ANO/OR "ROUGH ROAD" SIGNS IN ADVANCE OF STEEL PLATE.BRIDGING.· ' ' • : .: ~-•-~= :·:: . ::.~ r.;;.~,;,r} I d z: SHEET NO. 40' e GRAPHIC SCAL£: 1"=20" 17 ., 21 CONSTRUCTION SIGNS ON THIS SHEET W11-1 W3-5a(35) ~ J~ MPH SPEEDZONE • AHEAD GZ0-2 C17(35){CA) END ~ . ROAD WORK lllJT 5 LEGEND HI FLASHING ARROW SIG:-l (FAS) " HIGH LEVEL WARNING DEVICE, :Ii T'IPE I\ BARRICADE WITH SIGN :jl TYPE III BARRICADE 'MlH SIGN BEGIN/£ND TAPER "' W20-1 ROAD WORK AHEAD W16-1 RIGHT u'INE CLOSED HEAD W4-2R W12-1 <E> <ry ~ CONSlRUCT!ON WORK ZONE ~ LANE CLOSURE © SIGNAUZEO INTERSECTION ALIGNMENT OF CONE DELJNEATOR (STICK D0Vi1'1 TYPf'.) ~ PORTABLE CHANGEABLE MESSAGE'SIGN CONSTRUCTION WORK HOURS SHAU. ONLY BE ALLOl'tm BETWEEN THE HOURS Of 9AM TO 3PM. WORK ZONE TRAFFIC CONTROL PLAN INSTALLATlbN NOTES [[I EXISTING TO REMAIN UNi..ESS Noi'Eo OTHERVIISE. 0) ~5~i~. 0:i~sr~SH~~R~~~ 1u/J."'~ -~f~itiTh~fH=!1~~};t·~T~L~oWo~EA~R. I EXPECTED DURATION: 12 WEEKS WORK .:ZONE, TRAFF'IC CONTROL PLAN GENERAL NOTES 1. IT IS THE RESPONSlBIUiY OF THE CONTRACTOR PERFORMING WORK ON A PUBLIC STREET TO INSTALL ANO MAINTAIN THE TRAFflC CONTROL DEVICES AS SHOWN HEREIN, AS WELL AS ANY SUCH ADDITIONAL TRAFFIC CONTROL OEl/1C£S AS MAY BE REQUIRED TO INSURE THE SAFE MOVEMENT OF TRAFFIC AND PEDESTRIANS THROUGH OR AROUND 1HE WORK AREA AND PROVIDE MAXIMUM PROTECTION AND SAFETY TO CONSTRUCTION WORKERS. 2. ALL DEUNifATORS SHALL BE EQUIPPED WITl-t REA.ECTIVE BAND AT NIGHT TIME. 3. n-rE-·coNiRAcTOR SHALL NOTIFY CAL TRANS AT LEAST Fl\£ WORKING DAYS IN ADVANCE 'oF IMPl.EMENT\NG ANY CONSTRUCTION DETOUR. 4. ~~TI6I~i~ECUA~E~~Ni!· :;:~~~A~~\~i~OR~N~:i:ci 6iiiR~11ciiv1i6L(M~~~~~1~\~o~r:: ~~/11~~~:E;t~~g-i::~{A::is~~~AT('J{, LATEST EO,ITION). 5. ·cri'Y OF' NEWPoin" BEACH RESERVES TI-JE RIGHT TO OBSERVE THESE TRAFFIC cON'rR6L ,;.PtANS !W USE AND TO MAKE ANY NECESSARY CHANGES AS FIELD CONDITIONS WARRANT, ANYjCH/\NGES WHALL SUPERSEDE n-tESE PLANS AND BE DONE 'PER THE 2012 MUTCD WITH THE APPROVAL OF QTY ENGINEER. REVISEO TRAFFlC CONTROL PLANS MAY BE REQUREO BY CHY. EXACT LOCATION 'OF ALL EQUIPMENT AND TRAFFlC CONTROL DEVICES SHALL BE DETERMINED BY THE ENGINEER. 6. All TRAFFIC CONTROL DEVlt;:ES, STRIPES, MARKINGS, LEGENDS AND RAISED PAVEt.fENt MARKERS SHALL CONFORM TO 2012 CALIFORNIA MLiTCD, 2010 CALTRANS STANDARD PLANS, AND STANDARD SPECIFICATIONS. .7. ALL 'rRAFFii::,CONTROL DE\tlCES 'SHAU. BE KEPT IN THEIR PROPER POS1il6N AT ALL TIMES, -AND SHALL BE-RE.PAIRED, REPLACED, OR CLEANED AS NECESSARY TO PRESERVE THEIR APPERANCE AND CClllTINUITY. B. ALL TRAFFIC LANES" SHALL HAYE A MINIMUM OF 5 FEET CLEARANCE FROM OPEN Ei<CAVACAllONS AND A MINIMUM OF 2 FEIT FROM VERTICAL OBSlRUCllOl'ilS. 9. -CONTRACTOR SHALL PROVID,E Fl.AGGERS AS DEEMED NECESSARY BY .THE ENGINEER. 10. CONTRACTOR sHALL>NOTlfy' ALL AFFECTED RESIDENTS ANO BUSINESSES !'wt WORKiNG ·bAYS PRIOR Tci CONSTRUCTION. 11. ALL ADVANCED WARNING SIGNS SHALL BE EQUIPPED WITH FLAGS DURING DAY TIME-WORKING HOURS ANO Willi WARNING LJGHTS ·AT NIGHT. 12.. iRAfFlC SIGNALS SHALL .RE\_MIN IN OPERATION AT ALL TIMES, CONFLICTING TRAFFIC _SIGNAL INDICATIONS SHAU. BE COVERED AND SIGNAL Of'ERATION DURINC EAQi _CONSTRUCTION ·PHASE SHALL BE COORDINA TEO WITH AND APPROVED BY CALTRANS. 13. PLACE 'ADDITIONAL ~LANE CLOSED. (C30) S1GNS ON TYPE II BARRICADES kr 150 FOOT 1i.frrnVALS il--lROUGH6ui-EXTENDED·WORK AREAS IN EAC!-l LANE 'THAT IS CLOSED. INSTALL ~OPEN TR~NCH" (C27) SIGNS WHENEVER AN OPEN EXCAVATION ·AREA EXlSTS ADJACENT TO THE TRAVEl.£0 WAY. 14. ALL TEMPORARY lRAFFlt: cONmoL DEVICES SHALL BE REMOVED FOLLOWING" COMPLETION on!:ACH CONSTRUCTION STAGE ANb THE PERMANENT TRAFFIC CONTROL DEVICES SHALL-BE RESTORED BY THE CONTRACTOR AT 1HE END OF EACH WORK DAY. 15. CONTRACT6R .Sl-lALL R£PLA¢£/R£PAIR ALL DAMAGED STRIPING l'llTH TEMPORARY STRIPING OR RAISED PAVEMENT MARKERS AT END OF EACH WORKING DAY. 16. CONiRA.CTOR'. SHALl'.COMPL '( 'MTH Tl-IE REQUIREMENTS OF lHE AMERICAN _DISABILITY ACT ACCE$SIBiUTY GU!DELJNES AND. WITH THE. CALIFORNIA ACCESSIBIIJTY GUIDELJN£S AS RELATED TO, PEDESTRIAN ACCESS AND SHAU. MAINTAIN PEDESTRIAN ACCESS AT ALL TIMES PER ADA REQUIREMENTS. SIDEWALK CLOSURE/DETOUR SHALL_ COMPLY WllH THE 2012 MUTCD STANDARDS. 17. CONTRACTOR SHALL COVER[ OR REMO\£ All CONFLICTING SIGNS. 18. C6NTRACTOR SHALL POST ~SYMBOL" UNEVEN LANES, _"STEEL ·PLATES AHEAD" QR "BUM'P" S1GNs;· FOR "PAVEMENT SLJRFACE DISRUPTIONS OF 1/2 IN. OR GREATER. PAVEMENT DISRUl;'llONS OF 1 INCH OR GREA1ER SHALL HAVE BEVELED EDGE OF FOUR(4) HORIZONTAL TO ONE(1) VERTICAL 19. CONTRACTOR SHALL !NSTALi "CAUTION STEEL PLATES AHEAD'. AND/OR "ROUGH ROAD• SIGNS IN ADVANCE OF STEEL PLATE BRIDG1NG. 20·•·;-g:_;(J•S· ,o· ao•··~, ,,.,.,_!w-' I GRAPHIC SCA~ 1".,,20' ~ ■ ~ I ""' ,..., ~ ~ .-=i ~ ,' 0 U] ::i:: ~ p::; -ex: c.!:l E--< ::i:: 5:l ~ z 0.. 0 i u I E-< u U] i;:;:: ~ -ex: E-< 0 I'« z u -ex: p::; 0 E-< E--< 0.. U] ?-< ~ p::; U] ~ ~ -ex: ~ D p::; ~ 0 ~ 0 0 0.. z ~ ,:,; ~ ~ ~ I ~ >zl -ex: 0 E-< ::;:: 0 ~ C\l g ti <J ffi ~ w ~ SHEET NO. 18 21 CONSTRUCTION SIGNS ON THIS SHEET G20-2 W20-1 END ROAD WORK ROAD WORK AHE'll C30{CA) LANE CLOSED R9-11A S!DEWIJJ< CLOSED +--CROSS HER£ W20--5(RT) RIGHT LANE CLOSED HEAD I EXPECTED DURATION: 4 WEtKS R9-9 ~ •20-11 '~ W~ I ZONE TRAFFIC CONTROL PLAN GENERAL NOTES W4-2R ~ W11-1 ·4,> w,·s--1 SHARE THE ROAD LEGEND ~$HING ARROW SIGN· (FAS) HIGl-j LEVEL WARNING DEVICE TYPE II BARRICADE 'M1H SIGN TYPE Ill BARRICADE WITI--! SIGN lom'l ~ © coNS~UCTION WORK ZONE LANE CLOSURE SIGt,JAUZEO INTERSEC110N ALIGNMENT OF CONE OEUNEATOR (ST]CK DOWN TYPE) WORK ZONE TRAFFIC CONTROL 'PlAN 'INSTALLATION NOTES II) EXISTING To j;:EMAIN UNLEsS·NoTEo·orHERWISE. IJJ ~~~-~Gw.s~~~H~:rRiit~~ ~:,Ag~' ~~Th~~H:~~~~~~E~~T~~o~~~EATOR, ll) REMOVE EXISTING STRIPING AND/oR PAVEMENT 'MARKINGS As: SHOWN. l!I TEMPORARY COVER EX!STNG SIGN As ·Nb'TEo: (!) PAINi-TEMPORARY StRIPJNG ,\ND/OR ·PAVEMENT MARKINGS A~ SHOWN. CONSlRUCTION WORK HOURS AND . LANE CLOSURl;;S SHAU. ONLY BE ALLOWED BET'ftEN lHE HOURS OF 9,._M TO 3PM, .. , 0 Rn-S(CA)~\ -\ -I \ \ \ I I 1. IT IS THE·RESPONSIBIUT'(OF THE CONTRACTOR PERFORMING WORK ON A PUBLIC STREET TO INSTALL AND MAlN'rAIN THE TRAFFIC CONTROL DEVICES AS SI-IO'M'l HEREIN; AS WELL AS ANY SUCH ADDITIONAL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED TO INSURE ll-lE SAFE MOVEMENT Of lRAFflC ANO PEDESTRIANS THROUGH OR AROUND 11-!E WORK AREA ANO PROVIDE MAXIMUM PROlECTION ANO SAFETY TO CONSTRUCTION WORKERS. . _·· .-.--... ;,,_,-, •. j " DOVER DR ~W20-1 2. ALL DEUNEATORS SHALL BE EQUIPPED WllH REFI..ECTI'vl:'. BAND -AT NIGi-iT ilME. 3. lHE CONTRACTOR sJ-iALL NOTIFY CALTRANS AT LEAST FJ\IE WORKING bAYS IN' ADVANCE DF'·iMPI.EMENTING ·ANY;C6NSiRutTION Ol:TOUR. 4. ALL SIGNS, DEUN£ATORS, BARRICADES, ETC. AND THEIR INSTALLATION SHALL CONFORM 'rd THE STATE Of_'c:AUFORNIA STANDARD SEPCIACATIONS LATEST EDl110N, THE CAl.lFOR'NIA MANUAL ON UNIFORM 'TRAfflC CONTROL DEVICES (MUTCO) 2012 EomoN AND THE WORK AREA TRAFflC CONTROL HANDBOOK (WATCH, LATEST EDITION). r 5:, CITY OF NEWPORT BEACH RESERVES THE RIGHT _TO OBSERVE THESE :TRAFFIC CONTROL-PLANS IN ·USE ,AND-TO'MAKE ANY ·NECESSARY CHANGES AS flELD CONO!TIONS WARRANT. ANY CHANGES WHALL SUPERSEDE lHESE PLANS AND BE DONE PER THE 2012 MUTCD WITH THE APPROVAL OF -CITY ENGINEER. REVISED TRAFFIC CONTROL PLANS MA'! BE REQURED BY CITY, EXACT LOCATION OF ALL EQUIPMENT AND TRAFFIC CONTROL DEVICES SHALL BE DETERMINED BY THE ENGINEER, . 6. ALL TRAmc CONTROL DEVICES, STRIPES, MARKINGS. LEGENDS ANO RAISED ·pAiJEME/.ft:_MARl<ERS 'SHALL ·cONfORM to 2012 CALIFORNIA. MUTCO, 2010 CALTRANS ST/1.NOARD PLANS, ANO ·STANDARD SPECIFICATIONS. 7. ALL ·TRAFFIC CONlROL DEVICES 5HAL:L BE KEPT IN THElR PROPER POSITION AT AU. TIMES. .AND 'SHALL-6£°!REPAiRED; REPLACED, 'OR CLEANED AS NECESSARY TO PRESERVE THEIR APPERANCE AND CONTINUITY. B. ALL lRAFflC LANES SHALL HAVE A MINIMUM Of 5 FEET cu:~ANCE FROM-cif'EN EXi::AvAc':AnONS AND ·A MINIMUM OF 2 FEET FROM \IER11CAL OBSlRUCTION~. 9. CONTRACTOR SHALL PROVIDE FL.AGGERS AS DEEMED NECESSARY BY THE ENGINEER. 10. CON1RACTOR SHALL NOTIFY ALL AFFECTED RESIDENts AND BUSINESSES fl\-£ WORKING DAYs PRIOR·TO CON$1RUCTION. 11. ALL ADVANCED WARNING stqNS SHALL BE EQUIPPED· WITH FLAGS DURlNG DAY TIME WORKING HOURS ANO WITH WARNING LIGHTS "T NIGHT 12. TRAmc·:sIGNALS SHAlL REMAIN I IN OPERATION AT ALL TIMES, CONFLICTING TRAF,FIC SIGNAL'INDICATIONS SHALL BE COVffiED AND SIGNAL OPERATION DURING EACH CONSTRUCTION PHASE SHALL BE COORDINA1EO WITH AND APPROVED BY CAL TRANS. 13. PLACE ·AoD1TiciNAL "LANE CLOSED~ (C3D) SIGNS ON TYPE II BARRICADES AT 150 roo'r INTERVALS THROUGHOUT £X1ENDED WORK AREAS IN EACH-LANE THAT JS CLOSED. INSTALL "OPEN TRENCH~ (C27) SIGNS WHENEVER AN OPEN EXCAVATION AREA EXISTS AOJAC£NT TO THE TRAVELED WAY. 14• ~~Jt[~~ikTRs~Ttf ~~N:~fJ£riEy\~Al{C:iRf~~~VEf/i~o~~Go~o~r~~TI~R~Fo~~~H CON"S1RUCTION STAGE AND lHE PERMANENT TRAFfJC 15. CONTRACTOR.Sl-lALL.'REf'LACE/R~AIR AlL DAMAGED STRl~ING WITH TEMPORARY STRIP\NG.;Q~-RAISED PAVEMENT-1.iARKERs AT ENO OF.EACH WORKING DAY. Hl. CONi'RAC"J'6R:SHALL·COMPLY WITH THE REQUIREMENTS OF TI-IE AMERICAN,DISABILl1Y ACT.ACCESSIBILITY GUIDELINES AND WITH lHE CALIFORNIA ACCESSIBILITY GUIDELINES AS RELATED TO PEDESTRIAN ACCESS AND SHALL MAINTAIN PEDESTRIAN ACCESS AT ALL TIMES PER ADA RECjUtREMENTS. SIDEWALK CLOSURE/DETOUR_ SHALL COMPLY WITH 1H£ 2012 MUTCD STANDARDS. 17. ·cclN'mACfoR SHALL COVER OR ~£MOVE ALL CONFLICTING SIGNS. 18 .. CONTRACTOR SHALL POST "SYMBOL" UNEVEN LANES. "STEEL PLATES AHEAD" ◊R "BUMP''' siGNS, FOR PAVEMENT-SURFACE: ·DISiwPTIONS OF 1/2 -IN. OR GREATER. PAVEMENT DISRUPTIONS OF 1 INCH OR GREATER SHALL HAVE BEVELED EDGE OF FOUR(4) HORIZONTAL TO ONE(l) VERTICAL 19. CONTRACTOR SHALL INSTALL "CAUTION STEEL PLATES AHEAD" AND/OR "ROUGH ROAD" SIGNS IN ADVANCE OF STEEL PLATE BRIDGING. z ~ j N -~ ! i:i.. ..Cl "" ;;:: i 0 if1 ::i::1 ~ ;§ 0 E-< 5:J ~ z P-. I 0 u E-< u if1 I,;:: "" «: E-< 0 i:,.. z u < ~ 0 E-< E-< i:i.. if1 ~ "" if1 ;;:: ~ i:i:: 0 ~ 0 ~ 0 "" 0 i:i.. z C'? i :::.1 -I i:i:; "" «: 0 E-< ::g 0 g ~ N &i § i ~ SHEET NO. 19 . 21 CONSTRUCTION SIGNS ON THIS SHEEf w11-1 G20-2 END ROAD WORK LEGEND W3-5o(35) 35 MPH SPEEDZONE AHEAD C17(3S)(CA) [!!] HJ FLASHING ARROW SlGN (FAS) Y HIGH LEVEL WARNING DEVICE TYPE II BARR\CAOE WllH SIGN TYPE Ill BARRICADE WITH SIGN BEGIN/ENO TAPER 1{l W20-1 ROAD WORK AHEAD w1e-1 SHARE THE ROAD R9--9(t.icio) SIDEWALK CLOSED AHEAD R9:..11A C30cA) SIDEWAIJC CLOSED +-CROSS HERE ~ CONSTRUC'ilON· WdRI< ZONE ~ LANE ·CLOSURE © SIGNALIZED INTERSECTION ALIGNMENT OF CbNE DELINEATOR WITH YELLOW REFLECTIVE TAPE ~ PORTABLE CHANGEABLE MESSAGE SIGN WORK ZONE TRAFFIC CONTROL PLAN . l~STALLATION NOTES @)EXISTING TO REMAIN UNLESS NOTED-Oi'HERWlsE'.. [I) PLACE OR INSTALL BARRl(::AbE, • SURFACE MOUNfto .CHANNE;'LIZER, PORTABLE DEl.lNEATOR, CONES, SIGN, FLASHJNG ARROW·SIGN, OR HIGH LEVEL WARl',ING DE\/JCE AS NOTED. , • EXPECTED DURATION: 4 WEEKS • , WORK ZONE TRAFFiC CONTROL PLAN GENERAL NOTES L _IT !S ll-lE RESPONSIBILITY of ll-lE CONTRACTOR PERFORMING WORK ON A PUBLIC STREET TO INSTALL AND MAINTAIN THE TRAFFIC CONTROL DEVICES AS SHOWN HEREIN, AS WELL AS ANY SUa--t ADD/1JONAL TRAFFIC CONTROL DE"1CES AS MAY BE REQlllREO TO INSURE THE SAFE MOVEMENT OF TRAFFIC ANO PEDESTRIANS THROUGH OR AROUND TI-1E WORK AREA AND PROVIDE MAXIMUM PROTECTION AND SAFETY TO CONSlRUCllON WORKERS. 2. Al.L DElJNEA'tbRS SHALL BE. EQUIPPED 'MTH REFLECTIVE BAND AT NIGHT TIME. 3. THE ,CONTRACTOR SI-IAl.l. NO'rlFY CAL 1RANS AT LEAST FIVE WORKING DAYS IN ADVANCE. oF IMPLEMENTING -ANY ·cONSfRUcilON DETOUR. 4• t~~Tl~,N;~E~~~:6~~!• :t~~;t~~\~i{OR~N~:~~ ~gJ~~l1Do;\t1~~M~~~b0~1~0 E::o~T!r.~ ~Ec~;~1:Et:~F~g_ g::6~A~~~~B~~fwATCH, LATEST EDITION). 5. at( OF-NEWP6RT BEACH RESERVES THE"RIGHT TO OBSERVE lHESE TRAFAC CONTRol:PL.ANS-IN USE AND-TO MAKE ANY NECESSARY:CHANGES AS FIELD CONDITIONS WARRANT. ANY .CHANGES WHALL SUPERSEDE TiiESE PLANS ANO BE DONE PER THE 2012 MUTCD WITH THE APPROVAL OF CITY ENGINEER. RE"1SED TRAfFlC CONlROL PLANS ldAY SE REQURED SY -CITY. EXACT LOCATION OF ALL EQUIPMENT AND TRAFFIC CONTROL DEVICES SHALL BE DETERMINED BY 11-IE ENGINEER. 6. ALL TRAFFIC CONTROL DEVICES, SlRIPES, MARKINGS, LEGENDS ANO RAISED PAVEMENT'f~ARKERS SHALL CONFORM TO 2012 CALIFORNIA MUTCD, 2010 CALTRANS STANDARD PL.ANS, AND STAt,lOARD SPECIFICA710NS. ·1. -All ·lRAFFlc CONTROL DEVICES SHALL BE KEPT IN THEIR PROPER POSITION AT ALL iJMES, AND SHAll BE -REF'AIREO, REPLACED~ -QR CLEANED AS NECESSARY TO PRESERVE THEIR APPERANCE AND CONTINUITY. .. 8. ALL: TRAFFIC LANES ·SHALL.HAVE A MINIMUM OF 5 FEET CLEARANCE FROM OPEN EXCAVACATTONS ANO A MINIMUM OF' 2 FEET FROM VERTICAL OBSTRUCTIONS 9. CONTRACTOR SHALL -PROVIDE FLAGGERS AS DEEMED NECESSARY BY THE ENG1NEER. 10. co"NiRACTClR SHAU. NOTIFY Al..,L AFFECTED RESIDENTS AND BUSINfSSES nVE"WbRl<i'NG DAYS PRIOR TO CONSTRUCfo:5N. 11. ALl··ADVANCED WARNING Sl~NS SHALL BE EQUIPPED W1_1H FLAGS DURING DAY tiME w<iRKING· HOURS ·ANO Wi'IH WARNING LIGHTS AT NIGHT. 12 .. lRAf'FIC SIGNALS SHALL RE~AIN IN OPERATION-AT All TIMES, CONFLICTING TRAFFIC SIGNAL INDICATION:> SHALL BE CO'IIBED AND SIGNAL OPERA710N DURING EACH CONSTRUCTION PHA~ SHALL BE COORDINAlEO 'MTH AND APPROVED BY CALTRANS. 13.-pU,t£:)j)omoNAL .LANE c~osm· (C30) SIGNS ON TYPE II BARRICADES Al f5(i FOOT INTERVALS 1HROUGHOUt EXTENDED WORK AREAS IN EACH LANE THAT IS CL_OSED. INSTALL "OPEN TRENCH" (C27)_ SIGNS WHENE\IER AN OPEN EXCAVATION AREA EXISTS ADJACENT TO THE TRAVELED WA'!. 14. ALL .TEMi>bRARY-1RAFFJC CONTROL DEVICES SHALL BE REMOVED FOLLOWING COMPLtJibN .or ,EACH cONsTRucTION STAGE AND THE PERMANENT TRAFFIC C(iN'rROL DEVlCES SHALL BE.RESTORED BY THE-CONTRACTOR AT THE END OF EACH WORK DAY. 15. CONTRACTOR SHALL REPLACE/REPAIR ALL.DAMAGED STRIPING ¥.ITI-l fEMPORARY STRi\:>iNG OR RAISED PAVEMENT MARKERS AT END OF EACH WORKING DAY. 16. CONTRACTOR SHALL COMPL'( WllH THE REQUIREMENTS Of TI-IE AMERICAN DISABILITY ACT ACCESSIBILITY GUIDELINES.AND WITH THE CALIFORNIA ACCESSIBIUn' • GUIOEUNES AS RELA"TEO TO!PEDESTRIAN ACCESS ANO SHALL MAINTAIN PEDESlRlAN ACCESS AT AI...L 'TIMES PER ADA REQUIREMENTS. SIDEWALK CLOSURE/DETOUR SHAll __ COMPLY WITH lllE 2012 MUTCD STANDARDS. i7. CONTRACTOR SHALL COVER-:()R REMOVE ALL CONFLICTING SIGNS. 18. ~~:lE~T~~~~~~~:/i!!u~~!iL~/1N~~ ~~;~~~;:~~TEHsA:~~~~ ~~~1~~sr;iiR(:~RH'~~~~~: ~R~~~~,fl~~~~~s· OF_ 1/2 IN. OR 19. ·c0NTRACTOR SHALL INSTALL! "CAUTl{)N STEEL PLATES AHEAD" ANO/OR "ROUGH ROAO" SIGNS 1N ADVANCE OF ~TEEL PLATE; BRIDGING. g • 3 ~ N ~ e ii. :, ~ ....:i ~ ± 0 U) ::r:: ~ i:i:. < c, E-< ::r:: -I< z ii. ::r:: i 0 u E-< u Ul i,;:: ~ < E-< 0 "" z u < i:,::; -0 E-< E-< p.. Ul. >--~ i:,::; Y1 ~ ~ < ~ i:,::; 0 ~ 0 ~ 0 ii. z O'? ~ ;::.: ~ I "" < 0 E-< ;:;:: 0 g ~ N Id ' i u il' ~ 2u·1s•·ffi•;;·.,o· 20' ,c.:, .w I SHEET NO.- GRAPHIC SCALE: 1"0020' ~ 20 21