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HomeMy WebLinkAboutR_5994_S,-----. ~ PROJECr lJ)C1\TIOf'-J VICINITY MAP 13 lTI.l •'I"·" >.ill (IJ SYMBOL POWER POLE '.')i:.WER CLF.ANOUT SEWER MAt~HOLE FIRE HYDRANT VlA TER MET£R STREET ciGHT l'ULL BO:< TR1\YflC SIGNAL PULL BOX S1TiEET UGI!~ WAER VALVE GUY \\1RE SUF1VEY MONUMENT VAU'....T VENT 1REF IRRIGATION CONTROL VA.LYE CABLE TV PU~L BOX CORitJG LOCAT'.ON ELECTRICAL MMJHOLE ELECTRICAL PULL BOX ~/(//////,.;j BUU)!NG --·-·· ---------EX!ST!NG CONSTRUCTlON NEW COt,.JSTRUCT!O:~ ABBREVIATIONS (IN ADJfflOM TO GR[ENEOOK' -~;;'E:cnoN 1··-3,2) PH A.GGREGA TE BASE ARV AIR RELIEF VALVE ACP ASSESTOS CFMEN1 PIPE AC ASPHA.L T CONCR£1E 3C BEGIN CURVE: BCR BEGIN CURVE RCl1Jl,N BVC BEGIN VERTCAL CURVE BLK 3LOCI< CATV Cl \:. CNB CLR C&G ,, C ECR EVC EXIST FLG ,E cl ,M G GV IP&l LT MAX M.J MIN NG N NTS r-JO OG PE PriOP PB RCP RET RT SCH s sco SMH SHT SVI s SCf. CABLE TV CAST IRON C[NTfRUNE CITY OF 1-EWPCRl [l[ACH Ct.ASS CL.EAf~ CURB ANQ GUTiLR ,,,-~ 'E·l''MD[" L,1.-J ,; !:.,.,.11, 1.., E,;D CURVE END CURVE RETURN END vrn TICAL CURVE f.XISTING FLANGE :CLANGED END FLOW UNE i'ORCE MAii, GATE V ;,.,;, VE GRADE BRLAK GROOVE) END IRON PIPE AND TAG UTT MAXIMUM MEC"ANICAl ,JOINT MINIMUM NA TIJRAI, GRCUND NORTH NOT TO SCALE NUMBER OR!GINAL GROUND PLAli'l END PROPOSED PULL BOX REINFORCED CONCRETE PIPE RETAiNiNG RlGHT SCHEDULE SEIVER SEWER CLE,ANOl/"I SEW:.R MANHOLE SHEET SIDEWALK SOUTH SOUTHERN C AUFORN!A fDiSO?~ SQUARE STEEL TELEPHONE WEST/WATER W\TH PUBLIC vVORJECS DJEIP ART~!I[JEJ\TT AVON STREET, TUSTII\I AVEi\1UE, Ai\10 OCEAl'J VIEW ' AVEi\!UE STREET REHABILITATIOf\J AND DOVER/WESTCLIFF STREET REHABILITATION C-4091 LEGEND [··.· .•·• .. •.• .. •. • •. • •. ] , .. , . ' ' .• ---PAVEMnn GRIND & OVERLAY COAST HIGHWAY SCALE : NTS ·---, ~...~ i , I ~-·-er 1 ••• ! LOCATION MAP RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part~ by others, While this information is believed lo be reliable, City of Newport Beach is not Responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. ---------~_... __________ , ________ ,_, __ .... ___ _,_ ________ --,-------------,-- EMERGENCY TELEPHONE NUMBERS sou·:HEHN CAUFOm~;A GJi.S COMPANY SOIJHIERN CALlfORNIA EDISON COMPANY AT&T TELEPHOt\E COMPAtJY CITY or ii[\W-'0'.H BEACH UTIUll[S OEPAR,MENT ORANGE COUNTY SANl:ATiON DISHliCT TIME .VI/\Rl,ER c.,\BLE cm,: COMMUMICATIO~S APPROVAL RECOMMEf:DED; APPROVAL RECOMMENDED: MARI< H/\f!MON CH1ERAL s:::Rw:Es DIRECTOR 1. ALL WOO:!< D[TAILlD ON THESE PL.ANS TO BE PERFOt'iMED UNOER CON:RACT SHALL BE CONSTRUC1ED !N ACCORDANCE WlTH THE "STANDARD SPEC!F!C;\·qoNS FOR PUBUC WORKS CONSTf<UCTION", 200.", EDlTiO~J t,~,D SUPf'LE>-A[NTS TO CA 1E. EXCEPT AS OTHERWISE STATED !N THE Clrf's STJ:.,NDARD SP~C1AL Ph'.0V1S!O~~s. OF< !N TH!S CONTRACT'S SPECLl\L PEOV!S'.ONS. 2, EXIST'NG UNDERGROUND UTIUT!ES ARE SHOW:✓ AS PER AVAILABLE RECORDS. THE CONTRACTOR SHAU_ BE RESF00NSiBLE FOR VERl"'YING THE ACTUAL LOC/\llON ANC, [LEVAT'O,J ,N THE FIELD PRIOR TO BEGi/'•)NING CONSTf,UCTION. 3. ALL EXPOSED CONCRETT:: SURc.ACES SHALL CONFORM IN GRADE, COLOR, CllvlE1'1SION, i\ND FINISH TO ADJOIN,NG IMPROVEMENTS. 4, P.C.C SHA•_L 3E CLASS 560-C---32.50 5. PRIOR TO PAVlNG CONT=-:A.CTCR SHALL LO\i\'ER C'.TY UT!UTlES (e.g, WATER VALVES, SCO, sur<:VEY MONUMEN1S, SEVtC:R AND STOPM DRt<IN MAMIOLES) FRAMES AND COVERS. OMCE. PAVli~G IS COMPLETE, CONTRAC SHALL RAISE IJTILIT!ES TO GRA.DL /,LL OTHER U1'1L:llES SHALL l"E AOJ\JST[D GRADE [lY OTHEP:S. 6. PROPOSED PAVEMENT AND CURB Mi[) GUTTU, SHALL ,IOIN AND MAiCH UN[ AND GRADE Qc EXISTiNG IMl"llO\/[MEN rs UNLESS NOT[C UTHERWiSL 1. ANY DiSCREP/e\NCY iN THE OR/\\VING OR SF,'·EC!F'CAllONS SH.t.i,LL BE CJ\LLED TC THE ATTENTION IHE LNGINEER. FAILUF<E TO DO SC• WILL PLACE THE RESPONSlBIUn ON THE CONTfiACTOR FOR CORr~E.C1lON< 8 ANY WORi< cWT INDICATED ON THE DRAWl>JGS BUT CALLED FOR iN THE SPEC§ICATIONS, OR ViCE.-VERSA. SHALL BE FURNISHED AS TeiOUGH SPECIFICALLY INDICATED AND CALL,:D F·op IN BOTH. 1\Ni WOR!-( NOT lf'~STALLED if"I! /\CCOPDA~:CE V,1TH DRAWlNGS AND SPECW!CAliONS OF~ ORDINANCES AND LAWS SIL'\LL BE R["LACED AT CONTRACTOR'S EXPENSE. CC)NSTRUCTION NOTES 0 PROTECT IN PLACE GD VARIABLE DEPTH COLD MILc_ EX".:iTING AC 2" -o" DEEP @ CONSTRUCT 2"THICK AC SUR" AC[ COU?SE OVER \/,\fllABLE fHICKN[SS AC LEVELLING COURSE ,,, \~HERE NEEDED • (4) REMOVE AND REPLACE w:rH NEW WATER VALVE BOX AND COVEE TO GRADE P[R CITY STD ,',11-L ~· (8 ADJUST MANHOLE FRAME AND COVER TO GRADE PER. CtTY STD !·"LAN 111-L ,:·, \ 6) ,40JUST EDISON, TELEPHCNE, MANHOLE/VAULT, i'ULL EOX -OTHERS) .~ ( l) CONSJHUcr PCC SIDEWALK PER CITY STD PLAN 180-L '-· AND GAS VALVE TO Gl<ADE (BY {s) RH10VE EXIS11NG CROSS CUTTER AND RECONSTRUCT PER TY STD PLAN 'i8S-L '-C./ (£1 RD.iOVE E.XIST!NG DRIVEWAY Af'PROi\CH AND RECONSTRUCT PER CITY STD PLAN 161-·L (10) NOT Uc:ED ·-✓ (11) REPLACE TRAFF;C SIGN,\L DETECTOR L.OOPS ~ (23) REMOVC EXISTlNG APPROACH ANO ll[CCiNSTr,ucT ALLEY APPROACH ::>ER CITY sm 142-l (!S) I\C:MOV[ [XIST:NC AC PAVEUr.NT /.ND BASE AM) PLAcr:: 4 INCH FULL DEPlH AC PAVEMENT _, (DIG-OUT} PEf, [,[TAIL 'B" SHEET 3 {f+) REMOVE AND REPLACE WITH NEW SURVEY MONl.:MENT FRAME /,ND COVEi', TO GRAD!:: PER CiTY ' STD 116--L THE SURVEY MARKER SHALL BE PROTECTE.D IN ?LACE G:iD REMOVE EXISTING AND CONSTRUCT 6" TYPE "A" PCC CURB MD GUTTER PER C!TY STD PLAN 182 .. L (16) CONSTRUCT LOCAL DEPRESSION !NLET r0ER CITY STD l"LAM 304-L --· 0"7) JOIN EXISTING (§J ,\DJl!Sl EXISTING lERMl'✓AL CLEANOUT TO GRADE f'ER CNB STD PLAN 111·-L ,-,..._ 02! INSTALL GRISWOLD OW SERIES VALVE wrn, DC LATCHING SOLENOID INSTALL IRRIGATION W~:'ER LINE 1'' SCHEDULE 40 PVC \21) INSTALL 1" WATER SERv,cE CONNECTION PER c,,B STD PL.AN S'lll-502···L ~,, (2) INSTALL TOF/0 DDCWt" BA TTEfrY POWER[D CONTKOLLER (@ INSTALL FEBCO 82.5Y PP BACKFLOW PREVENTION DE\/iCE (f~ INSTALL I" COPPER IRPIGATION WATER UN,· ([~) INSTALL 1" SCHEDULE 40 PVC FOR FUTUR[ if,RIGATICN CONTROL WIRES. CAP AND SEAL PIPE. (26) INSTALL 2" SCHEDULE. 40 PVC FOR FUTURE IRRIGATION LINES. CAP ANO SEAL PiPE, ,- (~,-7' INSTi\LL TREE \NELL, BACKFILL, R/\JNBIRO RWS SERIES IRRIGATION HEADS, V[NT PIPES AND TREE '¢..!) ~RATE" P"R [)ET>IL ··rHI"' rH"''T \~, • ' ,_.':;) ~L ' . '.' J .::, ,r.:._,_ (@) CONSTRUCT PCC CURB .A.CCESS RAMP PER CNB STD PL.AN STD-· 18'1 .. L @INSTALL !<ING PALM TREE (,\RCHONTOPHOE/J!X CUNNINGHAMIANA) @ INST.All. S1AMDED AND COLORED CONCF~ETE CROSSWAU<. PER DETAlL AND SPECS T!TU:~ SHEET 2 AVON ST,. TUSTIN ,t.;VE., AND OCEAN 3 AVON r' TUSTIN AVE., AND OCEAN ::::. i,, 4 AVON ST,, TUSTlN A'r . ,\it.:,, .AND OC[AN 5 WESTCUFF DRIVE I DOVER DRIVE 6 WESTCLIFF DRIVE / DOVER DRIVE 7 WESTCLIFF DRIVE / DOVER DRIVE 8--1 ·1 STF:IPJNG PLANS REVl[//ED: SHEET INDE)( V!EW A' re· v,_, VIEW AVE, OE,A!LS V!EW AVL Li,NOSCAPE PL.AN TITLE SHEET C-4091 rt}-4--· r/lCHAEL ,I. SINACCRI RCE 46214 ASSISTAMT CITY ENGINEER STREET REHABILITATION AVON-TUSTIN-OCEAN VIEW AND WESTCLIFF-DOVER DESIGIJED: DRAWN; TS TS 1--~-------1--~- CHECKED: DATE: MS 0·4105 2010 CITY OF NEWPORT BEACH PUBLIC I/IJORKS DEPARTMENT R-5994-S SH':ET 1 OF 11 I l - I R/W r·./ C&G 1, 1 l ~/ I ,., .. ---.!~ :11i1;::~-~ / ,, .. _f:_,·,;1"_... - ---------- 'L R/W 8 I AVOf\J STREET TYPICAL SECTION ~ R/W I 20· I 20· --------"--'-------,--------- 14' 14' ,____________ -------------1-------------------------------, ~ i 26:31 TUSTIN AVENUE (14+60 TO 19+30) AND OCEAN VIEW AVENUE ----. ·-------- NOT TO SCALE R/W TUSTIN AVENUE (10+49 TO 13+50) NOT TO SCALE ' / ! I I ,. " ; : i CONSTRUCTION NOTES (,') PROTECT IN PLACE ~-~ GD VARIABLE DEr'TH COLD \1ILL EXiST!NG 1\c 2" -o" (3l CONSTRUCT 2"THICK AC SURFACE COURSE OVER VARIABLE THICKNESS AC LEVEi.LiNG COURSE -WHERE r, EEDED (4) REMOVE AND REPLACE WlTH NEW WATER VALVE BOX AND COVER TO GRADE PER CITY STD 511--L ® ADJUST MANHOLE FRAME AND COVEF: TO GRADE PEfl: CITY STD PLAN 111-L Q;J AD,JUST EDISON, TELEPHONE, MANHOLE/VAULT, PULL BOX AND GAS VALVE TO GRADE (BY O"lHERS) ~ (!) CONSTFWCT PCC SIDEWAU< PER ClTY STD Pl.AN 180--L (8) REMOVE EXISTING CROSS GUTTER ,~ND RECONSTRUCT PEfi CITY STD PLAN 185-L ~ ® REMOVE EXISllNG DRIVEW.I\Y APPROACH AND RECONSTRUCT PEF, CITY STD PLAN 161-L @ REPLACE TRAFFIC S1GNAL DETECTOR LOOPS Q}) REMOVE EXISTING APPROACH AND RECONSTRUCT ALLEY APPROl>.CH PER CITY STD 14-2-L R/W 1 I @ flEMOVE EXISTING AC PJ'.VEMEtH AND 81-.SE AND PLACE 4 INCH FULL DEPTH AC PAVEMENT • (DIG--OUT) PER DETAIL ""B'" SHEET 3 (1:±) REMOVE Mm Rf:PLAOE WITH NEW SURVEY l~ONUMENT FRAME AND COVER TO GRADE PEf, CITY ' STJ 116-l. THE SUf,VEY MN,l<f:ls SHALL BE PROTECTED IN PLACE @ REMOVE EXISTING AND CONSTRUCT 6" TYPE "A" PCC CURB AND GUTTER PER CITY STD PLAN 182-L @1 ADJUST EXIS11NG TERMINAL CLE.,~NOUT TO GRADE PER CNB STD PLAN 111-L @ CONSTRUCT PCC CURB ACCESS RAMP PER CNB STD PLAN STD-181-L BASIS OF BEARINGS: BEI\RINGS ARE BASED ON THE BEAH!NG BETWE[M ORANGE COUNTY SURVYEORS COPS STATIONS '"TR/1.K" TO "FVPI<" BEING N6T14·5,3 s"w. BENCHMARK: ELEV. = i0.404 FEET (NAVD88, YEAR LEVELED 2005) El __ FJASED ·oN O.C. SURVEYORS BENCH MARI< "31<-23-68" A 3¾" ALUrA. DISI< SET IN THE. WEST COl\l~ER OF A 8'X5.5' CATCH BASIN LOCATED PLAN 1"' = 40' NOTE: i u REMOVE AND REPLACE RING AND COVER. CITY W:LL PROVIDE RING AND COVER RECORD DRAWINGS Thi,~ R:e~v.--d O:o,,,ir;q, ™1Wl 6= P'e?:ln.'<I b<i:.W c,, inl"'1"!ndtltln m:Dmltfod, la par'~ by ottrnr~. Wiliie t!1[s infoTmation h tecJ\eWtd ti, t,i, r..i.,t,:i,, City d H-.,m i::>roch i., ~>lt rl);jX,nsit;I~ for ;1, =ro~t, r,oc fo<" ~,xs-~ omi,;sk,,19 ot-,icll m<:I)! h<Y>'e t-«n lllc(lfs'...,..-Ot~4 ) l;,t,:, tJ1%!1 pkrns· <1s o re5Ull APPROVAL RECOMMENDED: C-4091 STREET IMPROVEMENT PLAN AND DETAILS ~J.J-· AVON ST., TUSTIN AVE., AND OCEANVIEW AVE. 'AlCHAEL J. SiNACORI RC[ 46214 ASSISTANT CITY ENGINEER DESIGMED: D'!AMJ: TS TS CITY OF NEWPORT BEACH R-5994-S Al.ONG THE NORTH SIDE OF PCH 0.75 rA!LE SOUTHEAST FROM ITS CHECKED: DATE: SHEFT 2 OF 11 INTERSECTION WiTH NEWPORT BLVD. MO. DATE DESCRIPTION OF REVISIONS , APPROVED MJS 04 105 20i0 PUBLIC WORKS DEPARTMENT _ _______________________________ , _____________________ ....,_-""===='"'-""-''--==-="-"==----------------'---------'---------------------.J....---,,._ ________ _... ___ ....;;;=---====J------------------------J....--- Vt-\RlES 8' TO 16' \----- ,, --LEVEL LINE r3/8 I I ·-6" CMB SECTION A-A NOT TO SCALE 12.909-\\ 11 12.491-·--, \ \ 17'-0" SECTIOl\l B -B NOT TO SCALE r--clOIN [XISTlr,G AC PARl<INC LOT r JOIN EXIST / CURB AND GUTTER I ---------···----------------------------------!-. ' ! _X_=_3_,... _______ j DRIVEWAY"/\" DETAIL NOT TO SCALE r---JOIN EXISTING AC / PARKING LOT --------,,------! -l :;s 12.116 ~ ·JL678--\ \ 0 ! ~ ;;-1 ~ rii.607 l--'---------'-------r r-JO\N EXIST I CURB AND GUTTER I \, _____ _ 17'-0" X = 3' DRIVEWAY "B" DETAIL \__ __ 11.580 NOT TO SCALE (}) CONSTRUCT PCC SIDEWALK PER CITY STD PLAN 180-L @) REMOVE EXISTING AND CONSH,UCT 6" TYPE "A" PCC CUf<B AND GUTTER PER CITY STD PLAN 182-·L @ ,IOIN EXISTING @ CONSTRUCT PCC CURB ACCESS RAMP l'tR CNB STD PLAN STD-181-l ,~, \301 INSTALi. STAMPED AND COLORED CONCRETE CROSSWALI< PER DETAIL AND SPECS -...., V :::'."J <( z 3:: <f. w _ _j 0 CL (/) 0: w s:. 0... L,.J' zi I STA.MPED CONCRETE SURFACE----\ SA.W--CUT JOINT PROP. STAMPED CONCRETE CROSSWALK SECTION PLAIN CONCRETE, LG TEXTURED---...'--, "'· NOT TO SCALP 10' TYP 12' i\CHOSS RlVERSIDE ' I~--12-INCH WHITE STRIPE CROSSWALK PATTERN NOT TO SCALE AS-BUIL.T 1---+--------- [IA TE DESCRIPTION OF REVISIONS I APPROVED llELOCATE STOP SIGN- 1" = 20' .. -.. - - ·r ----------·---f-VARIABt_E COLD MILL I 4" AC (DIG-OUT) .. L DETAIL "B" -DIG-OUTS NOT TO SCALE [ ·-RECORD DRAWINGS I 111~ Re<:Of:i 0tawlr!11~ h-""' b= ~s!f)o,°W 00:;;<K! 00 tr,formatiqi $Obmlltsd, in 1,<:ltt, by c\~t.-t. Vmil~ this f/".f;,nn\lUC'1 t:;; t>,ti,vM te b~ r'51iabl~ City ct Ne,,.-p«t Ci~$\ 13 11;;,t r,:,r,pei1~\ble toe !t~ lJvOt<mey. nw fo, ~~a or «rtlM1lY1~ wt11eh rw,y how i,,...__,., im:~,p,on:,t...! l""'t,:, ll1\!'$?' ;,T<l('~ ~~-(I '«'Jlt, APPROVAL RECOMMENDED: C-4091 74).4-.: STREET lll.~PROVEfv'IENT DETAILS MICHAEL J. SINACORI RCE 46214 ASSISTANT CITY ENGINEER DESIGNED: DHA\\N: TS TS CHECKED: DATE: MJS 04 0512010 AVON s1·., TUSTIN AVE., AND OCEANVIEW AVE. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R--5994-S SHEET 3 OF 11 , r ,, ' ) " -------• ' ---~---------TIE FRONDS PR!OR TO vv') WiTH ORGANIC TWl,~E PLANTING 1 '(~))f ,~PALM TRUl~K TO BE PLUMB /.,, VERTIC1\LLY . . ~, ' '). / // / ROOT BALL // / , '/// // ~BACKFILL Of' 100% WASHl'.D • / PLASTER SAND /' // / / ,r-FINISH GRADE / // / ,r-1" PVC PERFORATED PIPE, ,/ / / ,/ WRAPPED IN FILTER FABRIC / // / 1 1··-.-· ..... L. ·-.. •• .. -.·. ~... // GRAVEL SUMP UNDER TREES. LJ . ,· ./ ~_..,----WIDTH AND DEPTH OI" PLANT • ' '' ~-PIT AND SUMP TO BE , . . . . ···••;. ~__.,. DETERMINED BY CITY =1··.· "?' Jy -- TREE Gl,ATE ,~ND FRAME--~ NOTE: Tl~EE. GRATE TO BE QUICK CRETE 60" SOUARE STYLE "A" fr:EE GRATE ,,ND FRAME ------IRRIGATION HEADS /"~ PER SPECIFICATIONS ,/ ·,~ ,..---PROPOSED IRRIGATION LINE /-·-------5' TREE GRATE / COVER ' AND FRAME c-s=•== ~--1" DIA SLOTTED PVC VENT PIPE, 2 PER TREE WELL TREE GRATE DET'All NOT TO SCALE CONSTRUCTION NOTES ·-----···---------- (0 F•ROTECT IN PLACE 0.:'0 INSTALL GRISWOLD D'N SERIES \/Al.VE WITH DC LATCHING SOLENOID (29) INSTALL IRRIGATION W,,TER LINE i'' SCHEDULE 40 PVC (~ INSTALL 1" WATER SERVICE CONNECTION PER CNB STD PLAN STD-502-L @) INSTALL TORO DDCWP BATTERY POWERED CONTFiOU.ER IN BOX @ INST,l,LL FEBCO 825Y RP BACKF"LOW PREVENTION DEVICE @) INSTALL. 2" SCHEDULE 40 PVC SLEEVC: FOR IRRIGATION LINE @) INSTALL 1" SCHEDULE 40 PVC FOR FUTURE ll<l'<IGATICN CONTROL WIRES. CAP AND SEAL PIPE. @ INST,\LL 2" SCHEDULE 40 PVC FOR FUTURE IRRIGATION LINES. CAP AND SEAL PIPE, @ l_~?Tf'~~ ,TREE "Vv~LL, ~.t,~K~l½L, RAINBIRD FiWS SERIES ,RRIGATION HEADS, VENT PIPES AND TREE GRA ,E,, f-'ER ,,I·. ,;\IL :HLo SHEET {i?) CONSTRUCT PCC CURB ACCESS RA.MP PER um STD PLAN STD-181-L (:2_.si) INSTALL l<ING PALM TREE (ARCHONTOPHOENIX CUNNINGHAMIANA) (3o) INSTALL ST.AMPED AND COLORED CONCRETE CROSSWALI< PER DET.',IL AND SPECS ~ ' J .J I j ,\ 1, 1 ' 1: i i I 'f I J ' I I I I I I I I I I I I I I I I I I I I jl I ( I ii ! , I I 11.,J -.1 - :1 I : I :; I I ii ' ii I i i 'I ' ,I i ;1 ' _, l.ll t_D C'U • RECORD DRAWINGS I The~" Rwr:rct D<'c"'Jn9~ hcyw; M~ prey~~.; l,o$W /J<'\ irif«n:',,,U.;:-n w!:>MlHeti. ITT port. !Jy I 0tl"ers. Wih (t,\c ,r,fc,-rryJti(>O I; l><:tl~ to l:>f! r"1iabl<!s C,,,-nl ti,-.,pcrt BMict\ ;~ rrot ~~~~itil" t;:,r ,tij ,:iccuro~.y. noc f«" W<7; er omlnl,;,M ... n,cr, ,r,oy "!<Mi ~ mc.:,rpc,nlt;l 1 hi◊ tJse,i;, tl,J<15 11~ <1 rmru:t L,____ -- NO. DATE \ 12 tn ·-1 ,..o (\J LANDSCAPING PLAN C-4091 APPROVAL RECOMMENDED: .~~TTsYi~ LANDSCAPE IMPROVEMENT PLAN AND DETAILS ~0 s::1~ .d \ ) § ~~~~:~~ ~ 'i J;;U0_,4-,--· AVON ST,, TUSTIN AVE., AND OCEANVIEW AVE. \;;., No, 644b" §) 1MICHAEL J. SINACORI RCE 46214 ,I":, Exr. 06/30/ll :J) ! ASSISTANT CITY ENGINEER ~~;; CiV\.~~ DESIGNED: DRAWN <(J![ csDW ..------'-.S+-____ r""'s CITY OF NEWPORT BEfo.CH R-5994-S DESCRIPTION OF RE\ISIONS APPROVED CHECKED: DA TE: MJS 04 ·os 201 o PUBLIC WORKS DEPARTMEMT SHEET 4 OF 11 . (0 00 + .,,- N LU z ....l I u ~ '5 ·- I.!) N r-.. -s:t + -s:t M U.l z ....l I ~ ~ 1207 CONSTRUCTION NOTES G) PROTECT IN PLACE (2) COLD MILL EXISTING AC 2" DEEP ~ @ CONSTRUCT 2"THICK t,C SURFACE COURSE OVER VARIABLE THiCl<NESS AC LEVELLl,~G COURSE WHERE NEEDED G) REMOVE AND REPLACE WITH NEW WATER VALVE BOX AND COi/ER TO GRADE PER CITY STD 511-L ® ADJUST MANHOLE FRAME AND COVER TO GRADE PER CITY STD PLAN 111-·L Ql,J REMOVE EXISTING CROSS GUTTEf, ANC, RECONSTRUCT PER CITY STD PLAN 185-L (2) REMOVE EXISTING DRIVEWAY APPRO.ACH AND RECONSTRUCT PER CITY STD PLAN 161-L (14) REMOVE AND REPLACE WiTH NEW SURVEY MONUMENT FRAME AND COVER TO GRADE PER CiTY '---STD 116-l.. THE SURVEY MARl<ER SHALL BE i0 ROTECTED IN PLAC[ (~]) REMOVE EXiSTING AMD CONSTRUCT 6" TYPE ".A" PCC CURB AND GUTTER PER CITY STD PLAl'I 182-L @ ,JOIN EXISTING \206 1113 I ! ; ! I.'. PLAN 1'' = 40' PLAN BEARINGS ARE E'ASED ON THE BEARING BETWEEN ORANGE COUNTY SURVEYORS GPS POINTS "6252" TO "6236RI" BEING N10' 13'20.9"W. 1106 BENCHMARK: ELEV. = 82.001 FEET (NAVD88, YEAI< LEVELED 1992) EL. BASED ON 0.C. SURVEYORS BENCH MARK "MB6-17-70" /1 33/,,"ALUM. DISK SET IN THE S/W COi'<NER OF A 4'X7.5' CATCH BASlt·J LOCATED IN THE: [li/W CORNER OF THE INT. OF IRV,NE AVENUE AND '19TH STREET NO. DATE TD[SCRIPTIOM OF REVISIONS w > APPRO\/ED APPROVAL RECOMMENDED M~~~~~4 ASSISTANT CiTY ENGINEER DESIGNED: DRAWN: TS TS CHECl<ED: DA IT: M.JS 04 '05 /2010 MATCH LINE 21+86.11 SEE ABOVE --,-..,...-! . ' I ' ;' ! i I ! I ' / / I ' ! ' ! ' ! l j C-4091 PLAN SHEET \NESTCLIFF DRIVE/ DOVER DRIVE 10+00 TO 34+47 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5994-S SHEET 5 OF 11 (1) PROTE!' (2\ -, -f IN PLACE ;:_,-COLD MILL EXI (:;') STING AC ~' CONSTRU (A.l WHERE '11~JD[~THICK AC PER DETAIL 2" DEEP SURFArE C, _ V LURSE VARIABl E THI, --cKNESS OVER • AC L[VELUNG COURSE ,'.:, REMOVE AND R r ,::::-, , Er-LACE WI TH \,_::'./ "DJUSl MANHOLE /i0 FRAME AND COVER -D ADJ' "'T E _ ---10 G,R, >,[,E . V,) ,DISON , -r -' OTHEt"") , 'ELF PHI"" / -~ -'-' --,,,E_ MANHn• "/' Q \ •~cL \IALJL' D \,:0 REMO\'E rx1s -'' HJll s·•ox A L TING --,ND DRIVEW/\V ;,,r NEW WATER VALVE BOX AND COVER TO GR,~DE PER CITY STD 511-L PER CITY s1·D p --LAN 111-L GAS VALVE TO GRADE (BY RECONSTRUCT PER Cl TY s-_l D Pl ' hN 161-L 0 r -z m I' <1: I :"1 < l:i! '°' I -------• ---·{ :, • I ~ ~ -;_,/ fll/"'._ • , : ' ' j I ' (0) • ' ,rPROACH A 0 REMOVE EXlrT .ND 182-L .:, ING A •-•D '1' CON~TP ;;::;, ~ .UCT 6" TYF'[ "A" ,1__2; JDIN EXISTING PCC CURB AND GUTFR p-·R ~ t CITY STD PLAN -° -' ' 6 '> -I ! t •• ' 5' I : u, , ~0 \ ' ,-----7 ' , ' I ' t F::: l - ' .-' \ ~--------~ ,\ _, ' ' "" ' ' ,_ ' ' ' "' ,' • • _,, + ' \ ' " 0 I l \ · \o -,. , , -~-"'" • -I , \d ~•• o< , --" rox , I ' • ' • I t"'--' ' c, ,;"i ,.1,:1_ ,c· <>\O I -+ w "" -, , • ~• I • ~-1, ' \ ,• @I , 1 >-~W g' ~~ ..-' \JO © < OO o, 0 ' < 00 > < ' ~ l '. . c:1 ;. ._j . __, ;;:,, , o ' c,z -~ "' ' c ' o ' • 'I ' • 'I ' -·1 e.,\1 -t 6-, \ ,5 ,:__. 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I ---., --___ __,_ __ .-,, PLAN 1" = 40' NO_ DATE DESCRIPTION OF REVISiCNS I I APPROVED - f:v;~f\ifITTn~ 0 414' 0 THOMAS /~ /,'-;;: ' M, <:\'\ I-' SANDEFUR {;I ~ No. 64465 ,;;'1 '"' Exp, 06/30/11 ;;;; *' C CJV\\_ (;:, '--:ffLQ0S1J APPROIIA' -' c RECOMMENDED: M~z·J--· ASSISTANT r:S~RI_ RCE 46214 DE.SIGNED, • ' -ENGINEER TS DRA\\N: TS CH[Cl<ED: DATE: MJS 04 05 2010 WESTCLIFFPLAN SHEET DRIVE/ DOVER 34+47 TO 51+62 CITY OF NEW PUBLIC WORKS:ORT BEACH EPARTMENT C-4091 DRIVE R-5994-S SHEET 6 OF 11 ·--------------------------··----------------------------------------------------------------------------------------------------------------------. R/W R/W 25' 16' 7' -----+------------------------·!-------' I ).IVESTCLIFF / DOVER DRIVE (10+00 TO 46+ 70) NOT TO SCALE R/W 21.5' 6' VARIRS -------- EXISTING PAVCM[NT·J CMB 4" AC / NA TIVR i WESTCLIFF / DOVER DRIVE (46+70 TO 56+96) NOT TO SCALE CONSTRUCTION NOTES 0 PROTECT IN PLACE ® COLD MILL [XISTl1·1G AC 2" DEEP 0 cm,STRUCT 2"THICK AC SURFACE COURSE OVER VARIABLE THICKNESS />,C LEV[LL!NG COURSE _, WHERE NEEDED (f) REMOVE AND REPLACE WiTH NEVI WATER VALVE BOX .AND COVER TO GRADE PER CITY STD 511-L ® ADJUST MANHOLE n,A~![ AND COVEf, ro GRADE Pa, CITY STlJ PLAN 111-L @ REPLACE rRAFFIC: SIGNl,L DETECTOR LOOPS ,,-~ (17) ,.IOIN EXISTING '-' I w ' > I -- I Q~ 0 I I f--I ' U) I i <( ' I I i 0 ' (_) ! I I I '--' I rY 0 Q_ ::> _;> w -7 "'- I I I I 11 I ,,~ l 6' 6' I \ \ \ I R/W 266+56.62 END GRIND ' 0 I ro \ ' ' ' \ \ ' PLAN 'j" = 40' r----271+34.43 B[Glt, GRIND ) _,,_,, ' CD 1--w w I (/) w w (/) -----·-··-------------·-------·----,,, __ ---------------·-·-------·----\,---------------------·--------------·---· --------------------------------------· --·--------·--------------------___ , -----l' · RECORD DRAWINGS ---7 \ 7+ 76.31 NEWPOFTCOASI .Df,IVE 265+9'>-44 COAST HIGHWAY E COAST HIGHWAY EAST AND NEWPORT COAST DRIVE 1" = 40' & 03/08/2011 AS-BUILT NO. DATE DESCRIPTION OF REVISIONS APPROVED fr..iu R,;c(«,;'. !)r,n,~•su hcVij< bG~" r,,-_e;:,a,,ed !>aewd m, l11forrnatl= mil:rmlhod, '" pmi, i:,y , o\,7<!!'!<. '!\!iii& 11\!t informol'ean !t bei,eved to be r~lcti:o-, Cily ,;,/ lfo\>,,wt 9oo~'l O! nos ' r~spoo2.Jb.ls, for it;, ec<:u-~cy. "or f(>[ """'" o. r o,r,lscs:01111 whk:h mtJy t,~v;,, iu,err h.:,()fr,<JrMsd l L~t-" ~e.~~ ~Mll oo t: rtsuli_ ___ ---_ ____J C-4091 PLAN SHEET WESTCLi FF DRIVE / DOVER DRIVE 51+62 TO 56+96 ASSISTANT CITY [)JGINEER 1-·-----.------+--·---------------·----------,.,,.-.,----------DESIGNED: DRAWN: TS TS CHECl,ED: DA TE: MJS 04 05 2010 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5994-S SHEET 7 OF 11 CONSTRUCTIO~~ NOTES 1. ALL STRIPING DETAILS, MARKINGS, MN,l<U,S, ETC. SHALL BE PER STATE OF CALIFORNIA DEPT. OF TRAMSPORTATION STANDARD PU\NS, MAY 2006 EDITION. 2 .. TEMPORARY TRAFFIC STRIPING AND MARKINGS SHALL BE PAINT APPLIED IN ONE COAT AND AS SOOM .AS POSSIBLE WITHIN 24 HOURS AFTER THE FINISHED COURSE OF PAVEMtNT HAS BEEN APPLIED. 3. ,ALL STR!PIIJG SHAl.L BE "SPRAYABLE REFLECTORIZED THERMOPU\STIC" APPLIED AT A MINIMUM THICKNESS OF 0.45 MM. CROSSWAU<S AND LIMIT LINES SHAi..L BE ,APPLIED AT A MINIMUM THICKNESS OF 0.90 MM. /\.LL CROSSWAU,S AND LIMIT L!NES SHALL BE 12" WHITE UNLESS lsOTED OTHERWISE. 4. A.Ll. Rr:FLEC11VE PAVEMENT MARi<FRS SHALl BE 3M SERIES 290 VERSION OR EQUIVALENT WITH GL/\.SS REFLECTIVE FACES. 5. THE ,-IRE HYDRANT PAVEMENT MARKERS SHALL BE LOCATED PER CITY STD-902-L. 6. ALL CROSSWALKS SHALL BE 10 FEET IN WIDTH Ci) PROTECT :N PLACE /"'-. (_v INSfA.LL STRiP!NG PER CALTRANS DETAIL AS INDICATED ,,--,,.,, (__~) INSTALL PAVEMENT MARKINGS PER CALTRANS STANDARD PLAN A24A, A248, A24D AND A24E 0 INSTALL RED CURB ® INSIALL GREEN CURB 3"-0" 1---1 T TYP1CAL /,-·-EXISTING CURB ---~---·----------·-·/· -,.--. ---··-- ON-STREET PARKING STRIPING DETAIL NTS i\ '; ' I j ! [J r TYPICAL I l~EXT SPACE LI TYPICA.I.. RED CUF:8 I -D + ~--•'" ~• .,, ••--~ -• ,~~~-•••Q-~~ _, -,. ~~ ~-c.-o a,, ~-; _, ,~ --~• m -•~--~J-•--~-~ •--•-~~-~ NO. ! I ii 0 0 0 0 12" WHITE_ • .~ .. w + -0 ,::, o,.. .;::, DAlE DESCF<IPTION OF REVISIONS PLAN I"= 40' APPROVED APPROVAL RECOMMENDED: ,~~§./~ I .,.,0 -4/~ f~ THOMAS M. "{'.\1 I I~ SANDEFUR ·;,;\ '-"" No. 64465 ,..,....1 ----------- ,[~ Exn, OS/30/H ~-ANTONY BRINE, RCE 45521 ' CITY TRAFFIC ENGINEER * */ \~,. f/V\\. ~"Y'l DESIGNED: DRAWN: ~~ TS TS CHECKED: DA TE: MJS 04 05 2010 C-4091 STREET IMPROVEMENT PLAN AND DETAILS AVON ST., TUSTIN AVE., AND OCEANVIEW AVE. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5994--S SHEE.T 8 OF 11 ) ru ) ,-4 C0 "~ t--------------rr·--· r:1t . CONSTRUCTION NOTES ' I I I ~ Js::,_;;;:::::i L-1 L-. 0 1 I ' _L CU ,--I cu ~ It» 19+00,00 U.J z <( __J w =:> _J OJ 1. ALL STRIPl'JG DE1 AILS, MARKINGS, MARKERS, ETC, SHALL BE PER STATE OF CALIFOl~NIA DEF"T. OF Tl,N,SPORfATION STANDARD Pl.ANS, MAY 2006 EDITION. 2. TEMPORARY TRAFFIC STRIPING AND MP,Rl,INGS SHtll.L BE PAINT i\PPUED IN ONE COAT AND AS SOON AS POSS!BLE WITHIN 24 HOURS AFTER THE FINISHED COURSE OF P/IVE"MENT HAS BEEN APPLIED, 3, A.LL STRIPING SHALL BE "SF'RA YABLE f<EFLECTORIZED THERMOf'LASTIC" APPLIED AT A MINIMUM THICKNESS OE 0,45 MM. Cf,OSSWALKS AND LIMIT LINES SHALc. BE 1;PPLIED AT A MINIMUM THICKNESS OF 0,90 MM. ALI, CROSSWALl<S AND LIMIT LINES SHAL~ BE 12" WHITE UNLESS NOTED OTHERV,1SE, t,, ALL REFLECTIVE PAVEMENT MARKEl',S SHALL BE :,M SERIES 290 VERSION OR EOUIVA!.ENT WITH GLASS REFLECTIVE FACES. 5. THE FIRE HYDRANT PAVEMENT MARKERS SHALL BE LOCATED PER CITY STD--902-L, 6. ALL CROSSWALl<S SHALL BE 10 FEET iN WIDTH. J.8+00,00 17 +00,00 ~ , \VESTCUFF DRIVE '(2)DET 22 i, 16+00.QO ~ • • • ~I ;-----JI I 1•~•~ -~-•-• -~•• -•-~~ ~• ,·o•~,.,~ .. •~• -••~••o~ -••' 1?00 I I f ),,,,,,, , ------,,, ,,, .,,,,,,, "" ---" ,,, __ _ ' 1119 ------· --. ,,,,,,, " " ,,,_,, .. " ,, '" ., , . """"" "i ,,,.,,,, .. ,_,, " ,, ... ,,,,,, "" ----" --,,,,, , 12 (,/" .UO I, L.LJ z <( _J LL.I > 0 Ct'. C) PLAN 1" = 40' PLAN 1" = 40' -----(.1) PROTECT IN PLACE 0 INSTPsLL STRIPING PER C.I\URANS DETAIL AS INDICATED \.0 1106 (-:D INSTALL PAVEMENT MARl<INGS PER CALTRANS STANDARD "'LAN A24t,, /',2.48, A24D AND A24E 0 INSTAlL RED CURB NO. DATE ! I I ' I 0 z <( __j ! ----... ------------------I I : ~:, DESCR!PT!ON OF REVISIONS ~, o, , APPROVED APPROVAL RECOMMENDED: ANTONY BRINE. RCE 45521 CITY TRAFFIC ENGINEER DESIGNED: DRAWN1 TS TS CHECKED1 DATE: M,JS 04 /05 201 O \ \ MATCH LINE 21+86.11 SEE ABOVE r RECORD DRAWINGS I Th= Rirord Drcw""g:, ~/JV~ b~,w p,-icpai-ed b~ <:i<l lrifox,w,u,.,., wt,rnfit'ld, in pa.l, rF:t alhP.s. i\M~ till, i11f,,,,..m1l:foo ls l;~i,:r&d {.:, t,~ rel\<J's>Ji,, CHy of tfowport B,mch 1, Mt r~•sll.s!6 f,:, lh g,;,,;,,rocy, i'l~ f.;,, ~ w ,;,:u;~:,,~~ ..i.kh rnr:,y ~<.r-,o;, b!N''l ine~ated ITTfo tt1it,J~ pt,,,1~ <'.1$ 0 Cf~tJ1.., C-4091 PLAN SHEET WESTCLIFF DRIVE/ DOVER DRIVE 10+00 TO 34+47 CITY OF NEWPORT BEACH PUBLIC \NORKS DEPARTMENT R-5994-S SHEET 9 OF 11 COf\JSTRUCTION 1~0TES ALL STRIPING DETAILS, MARKINGS, MN,KERS, ETC. SHALL BE !"El, STA rE OF C/1LIFORNIA DEPT. OF TR.I\NSPORTA TION STANDARD PLANS, f.4AY 2006 EDITION. 2. TEMPORARY TRAFFIC STRIPING AM) MARl<INGS SHALL BE PAINT APPUED IN ot!E COAT AND AS SOON AS POSSIBLE WITHIN 24 HOURS AFTER THE FINISHED COURSE OF PAVEMENT HAS BEEN APPLIED. 3. /\LL STRIPING SH1I.LL BE "SPR/1 YABLE REFLECTOR!ZED THERMOF'LASTIC" APPLIED AT A MINIMUM THICKNESS OF 0.45 MM. CROSSW.Al.KS i',ND LIMIT LINES SHALL BE Ai0 PL!ED AT A MINIMUM THICKNESS OF 0.90 MM. A.LL CROSSWALKS AND LIMIT LINES SHALL BE 12" WHITE UNLESS NOTED OTHERWlSE. 4 ALL REFLECTIVE PAVEMEl~T MARl<f:RS SHALL BE 3M SERIES 290 VERSION OR EQUIVALENT WITH GLASS REFLECTIVE FACES. 5. THE FIRE HYDRANT PAVEMENT M/1.RKERS SHALL BE LOC1HED PER CITY STD-902-·l. 6. .ALL CROSSWALKS SHALL BE 10 FEET IN WIDTH. \ 0 "ROTECT IN PL.ACE STRIPING PER CAL TRANS DETAIL AS INDICA TEO Qi:) INST/I.LL CD INSTALL PAVEMENT Mi'.Rl<!NGS PER CAL TRANS STANDARD PLAN A24A. A24B, A24D AND A24E (0 INSTALL RED CURB ® INSTAU .. GREEN CURB (0 INSTALL 13' CROSSWALI< . I DET 21 @-....._,. w > [j' c:i (/) Ct: LLJ 7 ,_ PLAN u-1 ,z .. L.'.L Nil. ----- PLAN »O ~--• m <-~~~~•., ,._ --~• -• ·------· -~ -------·-- DATE DESCf<iPTION QC RFVISIONS .APPROVED APPROVAL RECOMMENDED: ANTONY BRINE. RCE 45521 CITY 1RAFFIC ENGINEER DESIGNED: DRAWN: TS CHECKED: DA TE: MJS 04 105 '2010 r ·· REcoRo □RAVeflNGs • --• -11 lTh,:,.e ;;;..,,,o,d Dr,;r~;nqa ht.!'te t,u,-, p,qxmod b,;,:zi:I <ITT lrJ«rno-1.km tltl>mlUtd. ITT. ~ by ;11 .itl,eti;.. Y.'hll" thh ir,fr:nnofa•n ;, b<:Ti~'-"M le;, ba •~!Jobie, (..1ty of N1awpo,1 0CQ~-h t~ Ml I r~on~a,l'e fo, its ouvrncy, no:,; for == ex uvl~sloiu "hid1 ,r;,;i:, ~-ow bsrel, ,r,corµo,c,te<:! : f.~i" thtte ~~~ <l~ i:l t=lt. I , .. ~.-C .. ---• -• • •• •••• -.-= -=--~=-~=-~JJ C-4091 PLAN SHEET WESTCLIFF DRIVE/ DOVER DRIVE 34+47 TO 51+62 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5994-S SHEET 1 Q OF 11 co~~STF,;UCTi0N NOTES 1. ALL STRIPING DETfa.!LS. MARKINGS. MARl<ERS, [TC. SHALL 8[ PER STAT[ OF CALIFORNIA DEPT. OF TRANSfJQRTATION STANDARD PLANS. MAY 2006 EDiTION. 2.. TEMPORARY TRAFFIC STRIPING AND Mt,RKINGS SHALL BE PAINT APPLIED IN ONE COAT AND AS SOON AS POSSIBLE WITHIN 24 HOURS AFTER THE FINISHED COURSE OF PAVEMENT HAS BEEN APPLIED. 3. AL,. STRIPING SHALL BE "SPRAYABLE REFLECTORIZED THERMOPLASTIC" APPLIED AT A MINIMUM THICKNESS OF 0. 45 MM CROSSWALKS AND LIMIT LINES SHALL BE APPLIED AT A MINIMUM TI-IICl<NESS OF 0.90 MM. ALL CROSSWALl(S AND UMIT L!NES SH/1LL fJE 12" WHITE UNLESS NOTED OTHERWISE. 4. ALL F':Ef.LECTIVE PAVEMENT MARl<EF,S SHALL BE 3M SERIES 290 VERSION OR EQUIVALENT WITH Gl_,\SS REFLECTIVE FACES. 5. TrlE FIR[ HYDRANT PAVEMENT MARKERS SHALL BE LOCATED PER CITY STD-902-L. 6. ALL CROSSWALKS SHALL BE 10 FEET IN WIDTH. 0 PROTECT IN PLACE 0 INSTALL STRIPING PER CALTRANS DF.TA!l. AS INDICATED (I) INSTALL PAVEMENT MAf,l<INGS PER CALTIRANS STANDARD PLAN .t.124A, A24B, A24D AND A24E (4) INSTALL RED cur-m ® INSTALL GREEN CURB \ \ \ \ \ \ l---+-----+-----------------------1------------- -·--·l------l---------------------+----j -----,.-----,..----------------------------i------; NO. DATE DESCRIPTION OF REViSIONS APflROvED APPROVAL. RECOMMENDED: ANTONY BRINE, RCE 45521 CITY TRAFFIC ENGINEER DESIGNED: DRAWN: PLAN 1" -· 40' TS TS CHECKED: DATE: MJS 04/05/2010 LtJ _j !~--- \ ' w IJ.J (I) PLAN SHEET WESTCLIFF DRIVE/ DOVER DRIVE 51 +62 TO 56+96 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5994-S SHEET 11 OF 11