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HomeMy WebLinkAboutR_5997_S\1CTGR!A ST PRO,JECT LOCATION- Vlt~INITY rv1AP HOT TO S[AL~ SYi\tlBOL LEGEND oCD ()SCO GURB DRAIN SANITARY SEWER CLEANOUT SA~!JTARY SEVIER MANHOLE FIRE HYDiiANT WATER METER BOX & SEf<\,1CE GAS METER VALVE POWi::R POLE ANCHOR BLOCK\'lALL TREE SHRUBBERY Bf,ICK\'IAU( cor,CRETE EXISn~G CONSTRUCTION PROtoERTY UNE NEW CONSTRUCTION CENTERLINE -----W-----WATER UNE GAS UNf TELEPH0r,E LINE --.CA fl/-----CABLEV1SION LINE SPIIINKLER SYSTEM SHEET LIGHT S1GN WlNDOW SPRINKLER ABBREVIATIONS AC ASPHALT CONCRETE DfP ouc·nLE IROM PlrE VCP VlTRIFIED CLAY P:PE R\W RES,UENT WEDGE VAL VE FE H.ANGED END MJ MECHANICAL JOINT NTS NOT TO SCALE RT R!NG TIGHT 511. STEEL ,\BAND ABANDONED IP&T MON Cft,TV DWY IRON PIPE AND TAG MONUMENT CABcE Tl DRIVEWAY CO CLEANOUT (SEWER) ARV AIR RELIEF VALVE 8/APPR BACK OF ALLEY APPROACH EV ELECTRICAL VALVE SW SlDEWALK W\'lf" WELDED \/ARE FABRIC MLCCSP MOflTAR LJNED CEMENT COATED STEEL PIPE RCSCP REINFORCED CONCRETE STEEL CYUNDER P!PE MC\l'D C!·lB MESA CONSOUDATED WATER DISTRICT CITY OF NEV,PORT BEACH ENGINEER'S NOTICE TO CONTRACTORS -. ____ - 1HE EXISTENCE A,~D LOCAT'Ol-l OF ANY UNDERGROUND U11UTY PIPES OR SffiUC1URES Si-lOV,N Ol THIS PLAN AqE O□TAIN[I) BY .~ SEARCH OF AVAILABlf RECORDS. TO THE OEST CF OUR KNG\'1- LEDGE "!HERE ARE NO EXISTING U111i-ITES EXCEPT AS SHOWN ON TI-IE PLJ\.NS THE CONTRACTOR IS R[QlllREO "TO TP.KE DUE f'HECAU"DONARY MEASUllES TO PROTECT THE UlllHIES SHGl',N .AND PINY OTHER LINES DR STRUCTURES NOT SHO!sll ON ltlESE PLANS. AU. CONTRACTORS AND SU8CONTHACTORS PERFORMING WORK SHOV1N ON OR RELATED TO THESE PLANS SHALL CONDUCT 11-iEIR O?ERA TIONS SO Tl-lAT All EMPLOYEES ARE PROv'.DED A SAFE PLACE TO WORK AND !HE PUBLIC IS f'ROTEC1EO, . ALL CON1RACTORS AND SUBCON1R.~CTORS SHAll COMPLY v,rn-1 mE "OCCUPATIONAL $;\Pi.TY Mm HEALTH REGULATIONS" OF THE U.S, D[PAR1MENT OF LABOR, AND 11-IE STATE Of CAUFORNIA DEPAR1MENT o;c INDUSTRiAl RElATIO'sS ·co•,smucnoi; SAFE1Y O'WERS". TiiE CIVlL ENGINEER SHALL IWT BE RESPONSIBLE IN ANY VIAY FOR THE CONTRACTORS' AND SUBCONlRACTORS' C01JPUANCE VtTH THE "OCCIJPAllONAl SAFETY AND HEAi.TI-i HEGUlATIONS" OF TicE U.S. DEPlRl"MF.NT OF LABOR OR \'J1H THE STATE OF CALIFORNIA OEPNli'ENT OF INDUSTRIAL RELA 110NS' "CONSffiUC110N SP,FFTY ORDERS". CONTRAGTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE i\ND CO!,IPlfTE RES?ONISIEIUT1' FOR JOB SITE CONDl"nONS DURING THE COIJRSE OF CONSTRUCTION OF THIS Pf/OJECT, INCLUD!NC SAFETV OF ALL PERSONS AND PROPERTY: AND 1HA T lliE CONlRACTO:, SHALL DEFEND, !NDEMNIFY AND HOLD lt!E O\\NER ArJD THE ENGINEE:{ HARMLESS fRCM ANY AND ALL llA81UTY, REAL OR ALLEGED, IN CONNECTION \'11TH 71➔E PERFORM-MlCE OF WORK IN 11-llS PRO,JECT, EXCEPTING FOR UAB!UTY ARISING rnoM THE SOL[ NEGUGCNCE D;:· THE OWNErt OR ·n-it.. ENGtNEfR l_~DO \',EST UDO CHANNEL EMERGENCY TELEPHONE NUl\i1BERS DAY UNAUTHORIZED CHANGES AND USES: SOUTHE':N CAUF0'1NIA GAS COMl'ANY SOUl1-lERN CALIFORNIA ED,SON COMPANY AT&T TELE:PHOl'<E COMPA\Y CllY or-NEWPORf BEACH (1Jl1Li/1E.S DEPARTMENT) Tl\1E WARNER CABLE {800)-524-8153 (800)-611--1911 (800)-332-1321 (949)-644-3011 ("714'--0 '"-6"'!? i ,)'r.1.. LL.✓•• NIGHT (800)-624-8153 (800)-611-1911 611 (949)--644-,5717 (714)--:lBS--2000 THE ENGINEER PREPt•.RING THESE PLANS SHALL NOf BE i,[SPONS'BLE FOR, OR U/\HLE FOR, IJNAUTHORIZED CHANGES TO OR USES OF lHESE PLANS. All CHANGES TO Tl-IE PLANS MUST BE IN l'/R!TING At.ID MUST BE APPROVED BY THE PREPAREI< OF THESE PI.Ar,s_ STREET LOCATION ~Agl\P ------------NOT TO SCALE [~] "" SHEicT NUMBER DATE: liill SHEET INDEX 1.. TiTLE SHEET 2.. DETAILS SHEET 3. VIA LORCA 4_ VIA MENTONE 5. VIA NICE 6. VIA ORVIETO 7. VIA PALERMO 8. VIA QUITO 9. VIA RAVENNA 10. VIA SAN REMO -11. VIA lRIESTE: VIA UNDlr~E 12. VIA VENEZIA; VIA WAZIERS 1 VIA XANTHE: VIA YEU./~ 14 VIA ZURICH: ZURICH CIRCLE 15_ STRIPING PLN,J 16. STRIPING PLAN 17_ STRIPING PLAN These Record Drawings have been prepared based on information submitted, in part, by : others. While this information is believed to be reliable, City of Newport Beach is not , Responsible for its accuracy~ nor for errors or omissions \Vhkh may have been incorporated I into these plans as a result. ----·--------------_J GENERAL !\!OTES . 1. A.LL WORi( DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONJRACT SHALL BE CONSfRIJCTED IN ACCOf<DANCE v,rn, THE "STANDARD S"ECIFiCAllONS FOR PUBLIC WORKS CONSlRUCllON," 2003 EDlllON AND SUPPLEMENTS TO DATE, EXCEPT AS 01l'ERV,1SE STATED IN THE CITY'S STANDARD SPECIAL PR0\1SIONS, OR IN THIS GONSTRACT'S SPECIAL PROllSIONS. 2. [~!STING UND[RGROUND IJ11Ll11ES ,\RE SHOWN AS PER AVAILABLE RECDr<DS. TH[ CONffii\CTOR SHALL BE RESPONSl8i.E FOR VERIFYING THE ACTUAL !.GCA"llON AND ELEVATIOfJ IN 11-lE F'.ELD PRIOfl TO CONSTRuc-,10,, 3, SEE STRIPING PLANS FOR PAVEMENT MARKINGS, STRIPING ANO CURB MARKINGS. 4. CONTRACTOR SHALL P!<EPARE AND PROVIDE DOCUMENTATION LIS11NG LCCATIO'-i, LENGTH, COLOR, MARKiNG AND STcNC!UNG OF EXISTING CURB MARKINGS BEFORE REMDV/>.l OF CURB AMO cunrn. INCLUDING PAINTING AD[)RESSES ON CURB FACE, 5. CON1HACTOR SHALL REMOVE ALL RAISED P,WEMENT MARKERS PRIOi< TO AN'! GRINDING OR Pfo,\iNG. 6. EXIST. SEWER, \'IA TER, ELECTRICAL, CAW AND GAS L\ TER/ILS (S[i(V:CES) ARE ro BE PflOTECTED IN Pi.AC[ AT ALL 111\1[5, NO INTERRUPTION 0' SEfc\1CE SHALL BE ALLOWED. 7. EXCEPT WHERE NOTED ON THE PLAN, ALL CIJRB, GUTTERS AND DRIVEWAYS ARE TO BE PROTEC"TED AT All_ TIMES AND BECOME THE SOLE RESPONSIBIU1Y OF THE CONTRACTOR THROUGHOUT THE DURATION OF THE CONSTRUCTION. a. All EXPOSED CONCRETE SURF ~CES SHALL CONFORM IN GRADE, COLOR, DIMcNSION, AND FINISH TO ADJ01NING IMPROVEMENTS, 2, P.C.C, SHALL BE CLASS 5€:W-C~·.3250. 10. CONTRACTOR SHAU. AD,JUST CiTY UTlllTIES (e.g. WATER VALVES, SCO, SURVEY l/ONIJMEfFS, SEWER AND STCRM D'lAIN MANHOLES) FRAMES .AND COVERS TO flNISHED GRADE AU ffTHER U"ill• llES SHALL BE ADJUSTED TO GRIIDE BY OlHERS. 11. CONTRACTOR SHALL COORDINATE \V!TII SCE, GAS,, TELEPHONE AND CAW fOR AD,JIJSTJNG MANHCL.ES, PULL BOXES, VAULTS AND METER FRAMES AND COVERS TO GRADE. 12, PRO?OSED PAVEMENT AND CURB ~.ND GUTTER SHALL JOIN ANO MATCH L!NE AND GRACE OF EX'STIN,; IMP1,0VEM[N1S UNLESS NOTED omrnv,1SE. 13, TH!: CONTRACTOR SHALL BE RESPONSIBLE FOR frlE REPL/,CEMEJH OF ANY SURVEY BENCH/,4/\f!K, 1,!0MUME11T, PROPERTY LINE AND/OR CORNER SURVEY MAltKER iHAf IS DESTROYED AS A RESlLT OF ITS OPERATIONS. 14. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE IMMEDlfa.TE I\TTTJ,TION OF THE CITY 0" NEWPORT GZACH PUBUC WORKS DEPT FA!LURE TO DO SO WLL PU\C[ RESPONSIBILITY ON THE CONTRACTOR FOR CORRECTION. 15. CORRELATION OF DRAWINGS AND SPECiFlCATIONS. ANY WORK MDT INDICATI:D ON !HE DRAV,INGS BUT CALLED FOR IN 11,E SPECIFICATIONS, OR V1CE-VERSA, SHALL BE FURNISHED /\ND PERFORf.'ED AS THOUGH SPECIFICAU.r SPECIFICALLY INDICAIED AND CALLED FOR !N BOTH. ANY WORK NOT INSTALi.ED ACCORDlt!G TO DRAWIMGS AND SPECIFICATIONS OR ORD!NANCES MJD LAWS SHAlt BE REPLACED AT CONTRACTOR'S EXPENSE. CO~JSTRUCTION NOl-ES COLD MILL VARIABLE D[V!H (0.17' TO 0,25') SEE CROSS SECTION. 8,)L[) MILL 0-17' ADJACENT TO SIDF smEETS AND lRANSVffiSE ,!Ol~TS. REMIJW~ A.G. SECTION OH COLD Mill 0.50' DEEP FROM GUTTER EDGE TO 7' AND CONSTRUCT 0.33' A.L llASE COURSE_ TY?E \l-82--PG 64-10 i\Ni) ow:RLAY 0.17' 011".RLAY COURSt TYP[ E! -C3---PG 64---10. (5', FEATHE~ .ASPHALT CONCRE1E PER DETAIL ON SHEET 2, , ____ / ,.-" CONSIRUCT 0_17' AC (lYPE Ill-CJ-PG 64-10) [·]NISH COURSE OVERU,Y ACROSS THE rnnRE ROADWAY SURFAC[. S,ii,WCUT AND RE:MOVE EX!Sl1NG CURB AND/OR CURB l,ND GUTTER JNCUJD!NG REQUIRED SAWCUTTiNG ANO HEMOVAL OF EXISTiNG STREET SECTION AND REPl.ACE!.!ENT OF n;u. DEPTH AC SLOT PATCH (PATCH BACK), w~r ',IIN. NOT USED ( 9) SAWCUT I.ND H[MOvE EX!SllNG moss GUTTER, SPANDREL AND CURB INCLUDING REQUIRED S/\WGUTllNG AND REMOVAL ~--OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DE!'frl AC SLOT PATCH (PATCH BACK), W=l' MIN. ,.---~ ! "JO} NOY USE[) "'-.._ ..... rii\ NOT usrn \ __ ,,/ (i~) REMOVE AND REPLACE CURB GORE DRAIN. .,-·-·\ ( 13; NOT USED. '-~--" ,.---, { 14 _) NOT US!:D. '-.__/ Q~) REMOVE AlsD REPLACE CURB AND Gllffi:R PER CNB S"ID-182-L, (W=1.5'), NOT USED. CONSTRUCT ROLLED CURB AN[) GUTTER PER DETAIL OfJ SHEET 2. CONSlRIJCT CURB PEil CITY STD--182--L NOT USED,, CONSlRU(:T CROSS GUTTER AND/OR SPAJ-IDREL PER CllB STD-185-L, (W=EXISIING). PRUNE TREE ROOT AND INSTALL ROOT BARR•ER PER DETAIL ON SHEET 2. NOT USED. i23\ NOT USED. '<~./ ,-:;;, '.,-us= l ,_..,, J t'lld ,.;,.v. '-.__/ (05\ AD,JUS'" SEV,fR MANHOLE FRAM[ AllD COVER TO GRADE PER CNB STD-111-1 .. \:-~,/ (26) , REPLACE EXISTING SEWER CLEAN OUT FRAME AND COVER AND ADJUS"I lO GRADE PER CN3 SID-406-L. "-·✓ (27~ NOT tSED" "~---.. ~·., ,_w,, REPLACE EXIST:NG WATER VALVE BOX FRA'JE AND COVER ANO ADJJST TG GRADE PER CNS sm---51!--l.. --. .. / /"'""'-. (~~) RtPLAG[ EXISTING PULL BOX FRAME AND COVER AND A[)JIJST TO GRADE PER CNB STD--111--t., NOT USED /"'";:'\ :_ 31 ; AD,IUST SUFM:Y MONUMENT WELL FRAME AND CO\IER TO GRADE. "·-' (32\ CA w PUll BOX FRAME AND covrn TO BE AD,IUSTEO m GRADE EY O\',tiER*'. ·"'-/ SC[ tV~NfWLE. VAULT AND PUlL BOX FRMA[ AND COVER TO BE ADJUS'l"ED TO GRADE BY OWNEi'~**. fELEPHONE MAN!iOU:, VAUL"i AMD PULL BOX FHAME TO BE ADJl!STI-:D TO GRADE, CAN MANHOLE FRAME AND COVER TO BE ADJIJSlED 10 G~ADE BY 0'1,1',ER". (31J') PAl!H S1RIPING1 SIBIPING SHALL GENF.RALlY CONFORM TO THE CURREN, CAUFORN:A MfiNU.<1. OF UNlfORM IBAFflC CON1R0l •• DEV:CES (MUTCD) 2006, (37) ?.'.INT SllllPING LEGEND AND ARROWS; S1RIPING LEGEND AND ARROWS S'I-IAU_ GENERAU Y CONFORM TO THE CURRENT ,_; CAL!FORNlA MNiUAL OF UNIFORM TRAFFlC CONIBOL DE\ICES (MUTCD) 2006. ('i,~) PAIIH STOP AND LIMIT LIME PER DETAIL. .. --·-. (39'i PAINT CURB LiMITS AND COLOR PER PLAN. ,j (40\ INSTALL FIRE H\'DRMH MAr,KER PER CN8 STD-902-L '-...~-"' *CONTRACTOR TO PRESER\lc EXISllNG RU8BERIZED STREET SECTION IN ViA UDO SOUD AND V',A UDO NORD. SA\',"CIJT rn;E SHALL BE usm AS OUTSIDE rn,M TO JO!N AND PROVIDE SMOO"iH TRANSl"CTON, NO r SLOT PATCH REQUIRED, 0 01.,;rn INDIC~TES OV,NER OF fACIUT'/, CCIJPACTDI< TO COO:<DINAII \V.!H APPRWR!A.TE UT!UlY cm.1?;.~y FOR THIS V.ORK. DESIGNED ORAi\N PA MGRACIA ------CHECK!:1J DATE MS 14 ,)N~ 2011 --., --== .f, _ _. _ _J 0 0 0 © 0 @ @) ® 24" 5' PROPOSED SURFACE EXISITING SIDEWALK PROTECT IN PLACE~=1/2 R=±7" • ( -VARIES TO ~ ~ MATCH FIELD I CONDITIONS j -' LEVEL LINE 0.05 R=±4:,{t • ,. ' ' ' • . 1, COLD PLANE SURFACE TYPICAL FEATHER/COLD MILL DETAIL AT 0 SIDE STREETS AND TRANVERSE J~lT~O SCALE g Li: z i5 z -6' I') ~ ,n . N --~ ....,, 0 ..... 0, O> ii r-,. . ~ Li .... N .... ~ -----------------"-rl----+1----+<4------tftF---~ II II -·8.0% - 12· L,J :z ::J f-:::, fi < "' ------------------------------------------I ------- I ' I ~ I 6' f2 Ii l3 N t.P . c-J "" ... .... - . . ' ,_ 8.3%_ EXISTING STREET SECTION & '3 .. o <,_'? ~~ ....,"v'? -- .....__ 23 'qn GR l"E1 ) IN~ BACKFILL 'MTH NATIVE SOIL 3'' -NATIVE MATERIAi. BACKFlLL CP1B-2 CURB & GUTTER/CURB ASPHALT STREET SECTION ROOT BARRIER BY CENTURY PRO0UCTS 3/1" 8RN,1EL BACKFlLL 'MTH NATIVE SOIL @ ROOT BARN~~~S~LE DETAIL NOTES: 2. UNLESS OTHERWISE NOTED ON THE PLANS THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION, RESTORATION, AND RELOCATION OF ALL HARDSCAPE, LAWNS, SHRUBBERY AND IRRIGATION FACILITIES ADJACENT TO OR AFFECTED BY THE WORK, AND SHALL RESTORE OR REPLACE AS NEARLY TO THE ORIGINAL CONDITION AND L0CATIION AS IS REASONABLY POSSIBLE AT THE COMPLETION OF THIS WORK. CJ ~ .... · .. ......;_..,.. -~ ... -.. c:.+---,--P-------- CONSTRUCTION NOTES PROTECT IN PLACE COLD MILL VARIABLE DEPTH (0.17' TO 0.25') SEE CROSS SECTION. COLD MILL 0.17' ADJACENT TO SIDE STREETS AND TRANSVERSE JOINTS. CONSTRUCT 0.17' AC (TYPE III-C3-PG 64-10) FINISH COURSE OVERLAY ACROSS THE ENTIRE ROADWAY SURFACE. SAWCUT AND REMOVE EXISTING CROSS GUTTER, SPANDREL AND CURB INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN. CONSTRUCT ROLLED CURB AND GUTTER PER DETAIL HEREON. CONSTRUCT CROSS GUTTER AND/OR SPANDREL PER CNB SlD-185-L, (W=EXISTING). PRUNE TREE ROOT AND INSTALL ROOT BARRIER PER DETAIL HEREON 2. g ~ ~ ~ N ~ ~ -.__,, :z: a ..., cc t; -bo "b . .... .... ._.. 00 ...J IX! LL. LO N CROSS GUTTER AND RAMP DETAIL NOTES: 1. CONTRACTOR TO FORM ANY PAVEMENT, CURB AND GUTTERS, V-GUTTERS, AND CROSS GUTTERS AT BASES OF CURB RAMPS AND AT ALL HANDICAP ACCESSIBLE PATHS-OF-TRAVEL TO ACCOMMODATE THE REQUIRED 0" LIP THROUGH THE 4 FT RAMP OPENING NOT EXCEEDING SLOPE OF 5% IN DIRECTION OF TRAVEL AND 2% CROSS SLOPE. 2. CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION, RESTORATION, AND RELOCATION OF ALL HARDSCAPE, LAWNS, SHRUBBERY AND IRRIGATION FACILITIES ADJACENT TO OR AFFECTED BY THE WORK, AND SHALL RESTORE OR REPLACE AS NEARLY TO THE ORIGINAL CONDITION AND L0CATII0N AS IS REASONABLY POSSIBLE AT THE COMPLETION OF THIS WORK. NOT TO SCALE RECOR0 DRAWINGS 'ha Ian~ ............ 11-i Ill lllannllllln ..... h .-t. .., ....... thll lrfanlatllll Ill bllll'IIIII ID It ....... ·aty tJINllplrt IIIDdl 11 IClt,........ fir b--, 1111' rw nn • tmllllilnllNclll'llll'IIMbNlh:GlpnlldMltlllll-••,.t, _, c_ I c_ (Ji f--LJ LJ c_ f--c:· _, ']_) ']_) LJ CJ G C-4520 rT-r------r-.--~-:::;;--~~\.-~~IJ!t&;;::-",.-IREREI/IVOEWEIEDD ---.----:□=-=E=T=--=A-=-1:-L=s----=s:-:--H-=--=E=E==T:--10 ff PA~~IO~Rg~EG:N~~E~0740 LIDO ISLE STREET REHABILITATION P & /10/2012 AS-BUILTS NO. DATE DESCRIPTION OF REI/ISIONS APPROVE No. 70740 . 06--30-11 crvn. OF CAL PHASE Ill DATE 1=::.,;;==;;,;;;;;;;;;;:==➔------------.-------l 1., DESIGNED PA DRAWN MGRACIA CITY OF NEWPORT BEACH R-5997-S 7 '.I) 1------+------1 CHECKED MS DATh JAN 2011 PUBLIC WORKS DEPARTMENT SIEET 2 OF 17 L_ 0 0 © 0 ® ® @) @ ® ® ® I • a· . 2.5' 22.5' 500 511 . I • I VIA LIDO SOUD "'x <Ow +z 06 7 17 H-----<, N 0 .... 0 7 17 .... 0 "' 0 a:, x -w + 1-z -6 I , SCALE 1" = 20' 0 CONSTRUCTION NOTES PROTECT IN PLACE COLD MILL VARIABLE DEPTH (0.17' TO 0.25') SEE CROSS SECTION. CONSTRUCT 0.17' AC (TYPE III-C3-PG 64-10) FINISH COURSE OVERLAY ACROSS THE ENTIRE ROADWAY SURFACE. SAWCUT AND REMOVE EXISTING CURB AND/OR CURB AND GUTTER INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), w~1• MIN. REMOVE AND REPLACE CURB CORE DRAIN. CONSTRUCT ROLLED CURB AND GUTTER PER DETAIL ON SHEET 2. ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE PER CNS STD-111-L. REPLACE EXISTING SEWER CLEAN OUT FRAME AND COVER AND ADJUST TO GRADE PER CNS STD-406-L. CA TV PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER**. SCE MANHOLE, VAULT AND PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER**. TELEPHONE MANHOLE, VAULT AND PULL BOX FRAME TO BE ADJUSTED TO GRADE. **OWNER INDICATES OWNER OF FACILITY, CONTRACTOR TO COORDINATE ~TH APPROPRIATE UTILITY COMPANY FOR THIS WORK. 20 40 <O 0 w > 0 CD <( I- I (9 0::: w w Cl) x "' w <O + z 6 , VIA 7 N - <XJ a N 17 x "' w <O <O + z N 6 , N <O 0 x "' w 0 0 a, z N + a N "' , N 26 LEGEND x 7 17 0 "' w N a:, + z N 0 , a:, a:, N + "' .... N x w z 6 , N N <O N x "' w r---+ z "' 0 , LORCA I I CD 12 VIA <O N <XJ N 32 ROW 0 2' OR REFER TO PLAN FOR REMOVAL LIMITS 1 I 1' I I "' I 31 EXIST. /PROP TC ELEV I J/8" LIP e-I _e \ a1 VARIABLE HEIGHT CF TO · ~I MATCH EXIST. TC ELEV-·. ,· vi EXIST./PROP. FL ELE <O N I I LORCA 10' -.17' AC OVERLAY NATIVE SOIL I I CD 24' I '° I ~ 0 ! \co a a "' 32 32 ~ N 10' I I I I I a' <o a "' 22.5' s 0 [ij QJ ,_ tb -.J SCALE 1" = 20' 0 20 40 22.5' 508 ROW 2' 0 OR f-----~.,_-+----+--~R=EFE~R _T~O_P=LA~N-'---! 12 17 I I FOR REMOVAL UMITS PROP. FINISH SURFACE TOP OF EXIST. SURFACE EXISTING AC ~ ~ 8"± I 1' I I.., I 13 I la (18• U.P, EXIST./PROP TC ELEV I~ • :::_J ..,.-VARIABLE HEIGHT CF TO vi . , MATCH EXIST. TC ELEV EXIST. /PROP FL ELEV CJ c_ I c_ (Ji f---LJ LJ c_ f---c:· _, 1 FT WIDE A.C. SLOT PATCH 0.5 FT MIN. DEPTI-1 TYPE TYPE 111-82-PG 64-10 Will-I 0.17 FT OVERLAY COURSE TYPE III-C3-PG 64-10. STREET SECTION "' ~ 0.17 FT MIN. GRIND Will-I 0.17 FT OVERLAY COURSE TYPE III-C3-PG 64-10 & /10/2012 NO. DATE AS-BUILTS DESCRIPTION OF REI/ISIONS APPROVE NOT TO SCALE >-' Vl ']_) ']) No. 70740 . 06-30-11 crvn. OF CAL c:s RECORD DRAWINGS U..llllml..._'-.,_DIIDINll.._.•lnren.aua. ..... lllllnobyott.l. WIIIIII Wam.lbllblll..itai.,.....-r:t,_,~llalillrd~blls-.-=,....-far .... • ........... .., ......... IIMp:,flatild trto ... pin.' .... C-4520 LJ CJ G DATE 1,::.:.::.,;;==;;,;;;;;;;;;;;==➔-----------.....-------l 10 DESIGNED PA DRAWN MGRACIA CITY OF NEWPORT BEACH R-5997-S 7 '.I) 1------+---------1 CHECKED MS □Ai OCT 2010 PUBLIC WORKS DEPARTMENT SIEET 3 OF 17 L cj IN x r--,.,., w "' 0 N 516 r--0 z + + :z 0 0 0 0 --, --, I I I I ___ J_ _ ____ _J 523 520 525 I I : I 22.5' 22.5' I I 1 • I VIA LIDO SOUD i 0 CONSTRUCTION NOTES PROTECT IN PLACE COLD MILL VARIABLE DEPTH (0.17' TO 0.25') SEE CROSS SECTION. SCALE 1" = 20' 20 st 0 40 w > 0 aJ <( I- I (9 0:: w w Cl) w z _J I 0 ~ ~ M ...-+ LO CONSTRUCT 0.17' AC (TYPE III-C3-PG 64-10) FINISH COURSE OVERLAY ACROSS THE ENTIRE ROADWAY SURFACE. SAWCUT AND REMOVE EXISTING CURB AND/OR CURB AND GUTTER INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN. REMOVE AND REPLACE CURB CORE DRAIN. CONSTRUCT ROLLED CURB AND GUTTER PER DETAIL ON SHEET 2. ADJUST SEWER MANHOLE FRAME AND COVER TD GRADE PER CNB STID-111-L. REPLACE EXISTING SEl't£R CLEAN OUT FRAME AND COVER AND ADJUST TD GRADE PER CNB STID-406-L. ADJUST SURVEY MONUMENT WELL FRAME AND COVER TO GRADE. CATV PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER••. SCE MANHOLE, VAULT AND PULL BOX FRAME AND COVER TD BE ADJUSTED TO GRADE BY OWNER••. TELEPHONE MANHOLE, VAULT AND PULL BOX FRAME TD BE ADJUSTED TD GRADE. •-OWNER INDICATES OWNER OF FACILITY, CONTRACTOR TO COORDINATE \\1TH APPROPRIATE UTILITY COMPANY FOR THIS WORK. x N w "' + ;;;; -0 --, r--0 N "' 0 "' 0 -a, "' -x c:5~ ~6 .~c:s w r--00 :z 0 + :z+ 1+z -i5 N NO --, --, _j~---, st "' 7 17 0 -x 26 00 w x 0 w cj., +z -~, "' 0 :z N 7 17 --, ct 0 --, I I I N 33 00 I I I I I I ____ J _ ..,_ N "' N I I I I I I ... r . • • ' I •:::' I . . .. j I /· • ·>:I nf ·-:::i I I I 0 CALE 1 " = 20' 20 40 VIA MENTONE 32 -------------+-<7 17 1----------_, st 1'i I I 1 __ _ "' 1'i LC) (0 c;S r- N I en N I j;~ ___ _j_ ____ ~ 7 17 00 a X N 00 w +z "'0 --, i--+--------\ 7 17 J----------+-< l VIA LEGEND 1 FT WIDE A.C. SLOT PATCH 0.5 FT MIN. DEPTH TYPE TYPE 111-B2-PG 64-10 WITH 0.17 FT OVERLAY COURSE TYPE III-C3-PG 64-10. 0.17 FT MIN. GRIND WITH 0.17 FT OVERLAY COURSE TYPE III-C3-PG 64-10 I I _l 0 OR 1'i N 34 33 ---.P I I EP!Ll __ CD 1----l 7 17 f---1 ,.,., N N MENTONE ROW 2' 10' "'x NUJ +z 00 0 --, 17 "' "' N 24' 8' VIA LIDO NORD 1 o· ROW 2' 0 OR C-J (_/ i I I • C:, c--, L(-:-, REFER TO PLAN f-------,-~-------1 2 6 f-------'-1 ---;1----~+-, F-0-R=R~E=M-O~VA~L-L=IM~I-TS-; 12 12 17 f--R~E=F=ER_TO~P=LA~N--+-----+----+~--------1 FDR REMOVAL LIMITS 1 c_ 1 1' I I w I 31 EXIST./PROP TC ELEV 1 3/8" LIP >-I VARIABLE HEIGHT CF TO L , _ \ ;: MATCH EXIST. TC ELEV-_ : "' EXIST. /PROP. FL ELE -.17' AC OVERLAY NATIVE SOIL PROP. FINISH SURFACE TOP OF EXIST. SURFACE EXISTING AC ~ i'5 STREET SECTION "' "' :;i NOT TO SCALE ~ i:S I 1' 1 IUJ I 13 I :~ //8• LIP I EXIST./PRDP TC ELEV I~ -:::J _.,.--VARIABLE HEIGHT CF TO "' •. -MATCH EXIST. TC ELEV EXIST./PRDP FL ELEV RECORD DRAWINGS 1-AINnl Drlllntl .... _, ,cwpnd 1111111 t11 ~ tublaltlld. In Nr\. ........ Will .. ldlrmllbl "~to ......... atytf NNpart llladl .. ncll: ............. _,, IICII' ......... ..... 1lllldl 11111Y '-bNn lncapaialld Into ... pin• a lllllt. I c_ (Ji f---LJ LJ c_ f---c:·., ']_) ']_) LJ CJ G C-4520 rT--r----------7--T---=~~~=--TRREIEl/lnEEWEWEDD------T---:--:-:-:--:--:-=-:--=::-::-::-:-=---, 0 ~~~~ VIA MENTONE ~~ & /10/2012 AS-BUILTS NO. DATE DESCRIPTION OF REI/ISIONS APPROVE ff PA~~IO~Rg~EG:N~~E~0740 LIDO ISLE STREET REHABILITATION P PHASE Ill No. 70740 . 06--30-11 crvn. OF CAL DATE 1,::.:.::.,;;==;;,;;;;;;;;;;;==➔-----------.....-------l 10 DESIGNED PA DRAWN MGRACIA CITY OF NEWPORT BEACH R-5997-S 7 (/) 1------+---------1 CHECKED MS DAi SEP 2010 PUBLIC WORKS DEPARTMENT SIEET 4 OF 17 L jl I I ( I 11 • .. ~ I 22.5' I 1 22.5' 540 I 7 VIA LIDO SOLID CONSTRUCTION NOTES PROTECT IN PLACE COLD MILL VARIABLE DEPlH (0.17' TO 0.25') SEE CROSS SECTION. COLD MILL 0.17' ADJACENT TO SIDE STREETS AND TRANSVERSE JOINTS. FEA lHER ASPHALT CONCRETE PER DETAIL ON SHEET 2. 0 17 I x i~ w z 0 ~ "' 0 u) a SCALE 1" = 20' 20 UJ z ...J. 40 I (.) I-<( ~ (0 co ..... 0) + -.:I" CONSTRUCT 0.17' AC (TYPE III-C3-PG 64-10) FINISH COURSE OVERLAY ACROSS lHE ENTIRE ROADWAY SURFACE. SAWCUT AND REMOVE EXISTING CURB AND/OR CURB AND GUTTER INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPlH AC SLOT PATCH (PATCH BACK), W=1' MIN. REMOVE AND REPLACE CURB CORE DRAIN. CONSTRUCT ROLLED CURB AND GUTTER PER DETAIL ON SHEET 2. PRUNE TREE ROOT AND INSTALL ROOT BARRIER PER DETAIL ON SHEET 2. ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE PER CNB STD-111-L. REPLACE EXISTING SEWER CLEAN OUT FRAME AND COVER AND ADJ.JST TO GRADE PER CNB STD-406-L. ADJUST SURVEY MONUMENT WELL FRAME AND COVER TO GRADE. CA TV PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER**. SCE MANHOLE, VAULT AND PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER**. TELEPHONE MANHOLE, VAULT AND PULL BOX FRAME TO BE ADJUSTED TO GRADE. CATV MANHOLE FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER**. ••OWNER INDICATES OWNER OF FAOUTY, CONTRACTOR TO COORDINATE l't1TH APPROPRIATE UTILITY COMPANY FOR THIS WORK. "' 0 r--0 <O + ,,., x w z 0 ~ 7 r--"' ro 12 "' + 17 21 VIA r-- N N 32 "' ,,., N 7 r-- 17 r--N x <D w <O +,S: N 0 ~ "' - NICE "' N ,,., N --r I I I >---+---------<7 17 I----+----- ~ z 0 ~ N + "' "' N :::3 .,., N N N ,-----_re--, --------+-------< 7 17 >---~------..-< VIA 0 OR NICE ROW 2' u) N 31 0 "' 8' 537 22.5' 545 24' 10' I 2.5' 1, 1, ' 536 538 10' "" a "' s 0 [ij co ,_ l:b -.J SCALE 1" = 20' 0 20 40 ROW 2' 0 OR 12 17 ,___RE_F_ER_TO_P_LA_N_---+-----+---+~---------< FOR REMOVAL LIMITS 1 REFER TO PLAN 1--------r~--------<2 6J------~_,__......., ___ ~1-----------l I I FOR REMOVAL LIMITS I 1' I I w I 31 EXIST./PROP TC ELEV 1 3/B" LIP ,-I VARIABLE HEIGHT CF TO L ' \ ;: MATCH EXIST. TC ELEV-: "' EXIST./PROP. FL ELE -.17' AC OVERLAY NATIVE SOIL PROP. FINISH SURFACE TOP OF EXIST. SURFACE EXISTING AC I=' z STREET SECTION w a:: i NOT TO SCALE f-C (f) I 1' I lw I 13 I :~ (/8" LIP_ 1 EXIST./PROP TC ELEV I~ , :::J _,-VARIABLE HEIGHT CF TO "' •. MATCH EXIST. TC ELEV 8"± EXIST./PROP FL ELEV --- CJ (_/ i I I • C:, c--, L(-:-, c_ I c_ (Ji f----LJ LJ c_ f----c:· _, LEGEND x w ']_) ']) 1 FT WIDE A.C. SLOT PATCH 0.5 FT MIN. DEPlH TYPE TYPE III-B2-PG 64-10 WllH 0.17 FT OVERLAY COURSE TYPE III-C3-PG 64-10. 0.17 FT MIN. GRIND WllH 0.17 FT OVERLAY COURSE TYPE III-C3-PG 64-10 & /10/2012 NO. DATE AS-BUILTS DESCRIPTION OF REI/ISIONS APPROI/E No. 70740 . 06--30-11 crvn. OF CAL RECORD DRAWINGS U.. lllcllrd Dr'lllllll 1111¥1 ._,,..,... NIii! GIi fllllnnallln IIDlfflld, II part,, llyallln. ..... ~ II ..,_ to III NNlt, Cly of NNport INdl II IOt ........ fw b ocanc,, IICII' JI' ilTll'I or omlllloll 111111:11 11111)' ._ 1111n ~ lllo Illa plllll • o NliltL C-4520 LJ CJ G DATE 1,:::.::.,;;==;;,;;;;;;;;;;;==➔------------.-------l 1., DESIGNED PA DRAWN MGRACIA CITY OF NEWPORT BEACH R-5997-S 7 '.I) 1------+---------1 CHECKED MS □Ai SEP 2010 PUBLIC WORKS DEPARTMENT SIEET 5 OF 17 L 0 ® 0 (j) @ 543 I • I I~ . . I l+-1 --ri-:- . -I I ~ I r_ "'"'""" o /1-5 ;_,,;ell" pf;I L...!'.._~2_0l_d . • II -- r--0 I : I 1 -0 l I 11 f::J:1:::: ... 1 I !-------~ "' I "' I ,_ -"r.,-'" -- cj o U1 I' ~ ~ := JI N ~ / t}~}/ ; 1 ~ ~ + ~ 1 I !,::.:~::.:1 I .................................................................. :.:• > .... : ... :.: ....... : ..... :.: ..... : .. ~•= .. > ................ «~:-;;--.. ~ .......... :-«;:.;:~;~ii;~ .. ::7:7::-:~t: :::~~•7•7•7~7:•S:7•• .~.~•sY:~•~7•~:::::: .. ':' --.=.::s=~: c=~::UDsi : 1 _ ~~~l~H ~ I 1 ~ '9 ..., .kl;--,.""-~-+" __.__ 7'-----,,L ~. ~-~.....,.,..;.._ y:'=¥· ---~ " "" , ,_,, ',,,,s;; ••• -:z:_?rnc:::;]zzi117:';-.12;;ct.nc:c ii _, I • I . I •••• .: ... : .. : ... :.:cc=. =-c-......... 'Z/'-C/ f1J . :1 . 1 1 I I I ,, i1 I II I I i! I I VIA LIDO SOLID CONSTRUCTION NOTES PROTECT IN PLACE COLD MILL VARIABLE DEPTH (0.17' TO 0.25') SEE CROSS SECTION. SCALE 1" = 20' 0 20 40 CONSTRUCT 0.17' AC (TYPE III-C3-PG 64-10) FINISH COURSE OVERLAY ACROSS THE ENTIRE ROADWAY SURFACE. SAWCUT AND REMOVE EXISTING CURB AND/OR CURB AND GUTTER INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN. CONSTRUCT CURB PER CITY STD-182-L VIA VIA LEGEND ~ 1 FT WIDE A.C. SLOT PATCH 0.5 FT MIN. DEPTH TYPE TYPE 111-82-PG 64-10 WITH 0.17 FT OVERLAY COURSE TYPE III-C3-PG 64-10. ·J 0.17 FT MIN. GRIND WITH 0.17 FT OVERLAY COURSE TYPE III-C3-PG 64-10 ~-----~ SCALE 1" = 20' 0 20 40 i ORVIETO I ..... F.i{ 22.5' 544 ·-- CJ ORVIETO ROW 40' ROW 20' I 20' ' I 7' 13' TO VARIABLE 13' TO VARIABLE 7' _, c_ 1.5' ----~-----------<2 61-----~------1 EXIST. /PROP TC ELEV r----------------r '--------------1---1 .1_, 0 EXIST. SIDEWALK / f / ,_ , , . EXIST./PROP FL ELEV y-- 3/8" UP -0.17' AC OVERLA PROP. FINISH SURFACE TOP OF EXIST. SURFACE EXISTING BASE'-...:_ NATIVE SOIL 8"± 3/8" LIP I c_ STREET SECTION (Ji f----LJ LJ c_ f----c:· _, NOT TO SCALE RECORD DRAWINGS 1tal lllon Dmllgl '-... ..,.,._ .._ c. lrilllmllbl ....._ ~ oart. by...._ .. WI ......._ .. ...._.lallll ....... Dlfol~Blld!IIB ....... t..lbl_..,-1ar .... cr llllllllllal INdl MIi)' MM 111M Nlplllvllcll 1111 ---• I Nd. ']_) ']) LJ CJ G C-4520 rr--r---------,--r-~-,:::;~~\,. 2;~<J!t&;::-"" -ffilRE1iiiE°VIEWEWEDD:-----.------=--v-:-'.1:-::A~O=-=R=--=-v-:-:-:1 E=T=o-=----,0 ff PA~~IO~Rg~EG:N~~E~0740 LIDO ISLE STREET REHABILITATION P & /10/2012 AS-BUILTS NO. DATE DESCRIPTION OF REI/ISIONS APPROVE No. 70740 . 06-30-11 crvn. OF CAL PHASE Ill DATE 1=::..;;==;;,;;;;;;;;;;;==➔------------.-------I ,_, DESIGNED PA DRAWN MGRACIA CITY OF NEWPORT BEACH R-5997-S 7 '.I) 1------+------1 CHECKED MS □Ai SEP 2010 PUBLIC WORKS DEPARTMENT SIEET 6 OF 17 L I 'I ! I " 8' 22.5' 22. tt----f""'"'---t-r--=""rt--t::1f----------~---{ 7 17 }---------i----------i---------, ><n w"' :z + 00 x w '\:: 609 CONSTRUCTION NOTES PROTECT IN PLACE COLD MILL VARIABLE DEPlH (0.17' TO 0.25') SEE CROSS SECTION. "' 0 SCALE 1" = 20' .,. 0 0 20 40 .,. 0 CONSTRUCT 0.17' AC (TYPE III-C3-PG 64-10) FINISH COURSE OVERLAY ACROSS lHE ENTIRE ROADWAY SURFACE. SAWCUT AND REMOVE EXISTING CURB AND/OR CURB AND GUTTER INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPlH AC SLOT PATCH (PATCH BACK), W=l' MIN. REMOVE AND REPLACE CURB CORE DRAIN. CONSTRUCT ROLLED CURB AND GUTTER PER DETAIL ON SHEET 2. ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE PER CNB STD-111-L. REPLACE EXISTING SEWER CLEAN OUT FRAME AND COVER AND ADJUST TO GRADE PER CNB STD-406-L. @ REPLACE EXISTING WATER VALVE BOX FRAME AND COVER AND ADJUST TO GRADE PER CNB STD-511-L. @ CA TV PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER**. ® SCE MANHOLE, VAULT AND PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER**. ® TELEPHONE MANHOLE, VAULT AND PULL BOX FRAME TO BE ADJUSTED TO GRADE. ® CATV MANHOLE FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER••. .,Ol'INER INDICATES Ol'INER OF FAOLITY, CONTRACTOR TO COORDINATE \\1TH APPROPRIATE UTILITY COMPANY FOR THIS WORK. <O 0 w > 0 Cl'.l <( 1-:r: (9 -c:::: 0 -.::t N tO + -.::t I I _J 26 00 z "' i5 + ~ 0 VIA 0 .,. <D 0 "' N N -:g -- i~EPB -~i-----------,-----.f--j7 17 I I I 34 00 -- 32 I I x <Ow I + :z n~ "' N ,_ fh -.J SCALE 1" = 20' 0 20 40 PALERMO VIA LEGEND ~ 1 FT WIDE A.G. SLOT PATCH 0.5 FT MIN. DEPTH TYPE TYPE 11I-82-PG 64-10 WITH 0.17 FT OVERLAY COURSE TYPE III-C3-PG 64-10. 0.17 FT MIN. GRIND WITH 0.17 FT OVERLAY COURSE TYPE III-C3-PG 64-10 PALERMO ROW 0 2' OR REFER TO PLAN FOR REMOVAL LIMITS 1 1'1 I EXIST./PROP TC ELEV 1 318• LIP VARIABLE HEIGHT CF TO L , \ MATCH EXIST. TC ELEV-•. EXIST./PROP. FL ELE 10· -.17' AC OVERLAY NATIVE SOIL I I r (/) ""' ~~: 1--, I 11 I I I 604 VIA LI DO NORD 24' Cf. 10· PROP. FINISH SURFACE TOP OF EXIST. SURFACE EXISTING AC ~ z w STREET SECTION "' "' ~ NOT TO SCALE tii x w 8"± 2' I I 1' lw ROW 0 OR REFER TO PLAN 1 FOR REMOVAL LIMITS -...12..,, ,_.,, I I~ I :~ //8• LIP I EXIST./PROP TC ELEV I~ :::J .,---VARIABLE HEIGHT CF TO <n ·, MATCH EXIST. TC ELEV EXIST./PROP FL ELEV RECORD DRAWINGS ,._ ..._. Drlllnll ..... ,..._ ballll a llfllmlllian dmlttlCL n 11111, bJ...., ..._ ._ WDnlallan II IIIIMIII to .. ,... City Df lllllpart 11111111 It Ml Nlpllllllbll fir b --,, •fir_,.. r, om11111D1111111Jd11111111M _ _,.,.. ............ ,..,.. ,- - CJ c_ I c_ (Ji f----LJ LJ c_ f----c:· _, ']_) ']) LJ CJ G C-4520 r-r-i---------r-~~-,::;;;~~\,.~~;;::-",.-TRiREMI/IEWEED,------r----=-v::-1A-=---=p=-A:-:-L=E:-::R:--:M:-:-::o=--• 0 F~f! PATRICK ARCINIEGA ROE 70740 LIDO ISLE STREET REHABILITATION LJ & /10/2012 AS-BUILTS Ii? _ SENIOR CII/IL ENGINEER ,- PHASE Ill No. 70740 . 06-30-11 '.I) DATE 1,:::.::...,;;==~;;;;;;==➔------------r-=----~ ........ -=--1 1., DESIGNED PA DRAWN MGRACIA CITY OF NEWPORT BEACH R-5997-S 7 NO. DATE DESCRIPTION OF REI/ISIONS APPROVE crvn. OF CAL CHECKED MS DATh JAN 2011 PUBLIC WORKS DEPARTMENT SIEET 7 OF 17 L_ 0 0 627 0 CONSTRUCTION NOTES PROTECT IN PLACE COLD MILL VARIABLE DEPTH (0.17' TO 0.25') SEE CROSS SECTION. I I I 620 CD ~co 0 0 SCALE 1" = 20' 20 40 x w z 5 --, © 0 CONSTRUCT 0.17' AC (lYPE III-C3-PG 64-10) FINISH COURSE OVERLAY ACROSS THE ENTIRE ROADWAY SURFACE. SAWCUT AND REMOVE EXISTING CURB AND/OR CURB AND GUTTER INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W=l' MIN. @ REMOVE AND REPLACE CURB CORE DRAIN. @ CONSTRUCT ROLLED CURB AND GUTTER PER DETAIL ON SHEET 2. @ ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE PER CNB STD-111-L. @ REPLACE EXISTING SEWER CLEAN OUT FRAME AND COVER AND ADJUST TO GRADE PER CNB STD-406-L. ® ADJUST SURVEY MONUMENT WELL FRAME AND COVER TO GRADE. ® CA TV PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER**. @ SCE MANHOLE, VAULT AND PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER**. @ TELEPHONE MANHOLE, VAULT AND PULL BOX FRAME TO BE ADJUSTED TO GRADE. ® CA TV MANHOLE FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER**. ••OWNER INDICATES OWNER OF FACILITY, CONTRACTOR TO COORDINATE '111TH APPROPRIATE UTILITY COMPANY FOR THIS WORK. <D 1- "' + I 0 I 7 17 x 0, w v <D 0 +~ 0 0 --, "' 0 ...J I (.) ~ ~ -.:;I'" (0 + -.:;I'" 7 17 0, x r---0 0 -w X <X) w -z I 0 "' z 5 I + 0 --, J_ ---, -- CD 0 x <X) w ..., z + N 5 --, ..., - <D X ..-w 1 "'z ;t Q I I I I r-- I co 0 N 1 ,__~------17 17 >+--------+----I VIA "" 0 N N 0 G'.l 1'i 1'i 0, N + zl "' ol --, VIA LEGEND 1 FT WIDE A.C. SLOT PATCH 0.5 FT MIN. DEPTH TYPE TYPE I11-82-PG 64-10 WITH 0.17 FT OVERLAY COURSE TYPE III-C3-PG 64-10. 0.17 FT MIN. GRIND WITH 0.17 FT OVERLAY COURSE TYPE III-C3-PG 64-10 QUITO 0 OR I I I QUITO ROW 2' 12 17 REFER TO PLAN '-..../'-..../ FOR REMOVAL LIMITS 1 1'1 w I ~I EXIST./PROP TC ELEV ' 3;8• LIP ._I VARIABLE HEIGHT CF TO L , \ ~: MATCH EXIST. TC ELEV-: vi EXIST./PROP. FL ELE .ii /10/2012 AS-BUILTS 10' SCALE 1" = 20' ..,. .J:' c:, "' 25 ~ 0 20 40 I i I ~ + ~ 626 628 24' ROW 10' 2' 0 OR REFER TO PLAN f-------,-~--------t 2 6 f-----~..,_I ~t----~,f-F-O~R=R~EM~O~V~AL~Ll~Ml~TS---j 12 17 PROP. FINISH SURFACE TOP OF EXIST. SURFACE I 1' lw I~ I :~ //8" LIP I EXIST./PROP TC ELEV I~ · :::J .,.--VARIABLE HEIGHT CF TO vi , • MATCH EXIST. TC ELEV CJ c_ -.17' AC OVERLAY 8"± EXISTING AC NATIVE SOIL ~ i':'i EXIST. /PROP FL ELEV I c_ STREET SECTION 0:: 0:: ~ (Ji f---LJ LJ c_ f---c:· _, No. 70740 . 06-30-11 NOT TO SCALE Iii X w RECORD DRAWINGS ,._ lllalNI Dlwllgl 11M 1111n .._.. balld • lnflrmallclll UIIIIIW. h D1ri. by Dllln. ... all WunnGIIDn 11""""' to bt NMll, ·crty rll llllpurt 8-11 II 1111: ~ b' b -ncr. !Ill' fur-• Cllll ....... ...,._ .. ...,...lrrbl,U-pkm•a ..... C-4520 ']_) ']) LJ CJ G DATE 1,::.:.::.;;==;;,;;;;;;;;;;;==➔-----------.....-------11., DESIGNED PA DRAWN MGRACIA CITY OF NEWPORT BEACH R-5997-S 7 '.I) 1------+--------1 NO. DA TE DESCRIPTION OF REI/ISIONS APPROVE crvn. OF CAL CHECKED MS DA~ DEC 2010 PUBLIC WORKS DEPARTMENT SIEET 8 OF 17 L 11111 649 I & I -----'1 I • I I \ I I I I I I I I ,1 SCALE 1" = 20' 0 20 40 CONSTRUCTION NOTES PROTECT IN PLACE COLD MILL VARIABLE DEPTH (0.17' TO 0.25') SEE CROSS SECTION. CONSTRUCT 0.17' AC (TYPE III-C3-PG 64-10) FINISH COURSE OVERLAY ACROSS THE ENTIRE ROADWAY SURFACE. SAWCUT AND REMOVE EXISTING CURB AND/OR CURB AND GUTTER INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN. REMOVE AND REPLACE CURB CORE DRAIN. CONSTRUCT ROLLED CURB AND GUTTER PER DETAIL ON SHEET 2. ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE PER CNB STD-111-L. REPLACE EXISTING SEWER CLEAN OUT FRAME AND COVER AND ADJUST TO GRADE PER CNB STD-406-L. ADJUST SURVEY MONUMENT WELL FRAME AND COVER TO GRADE. CA TV PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER••. SCE MANHOLE, VAULT AND PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER••. TELEPHONE MANHOLE, VAULT AND PULL BOX FRAME TO BE ADJUSTED TO GRADE. CATV MANHOLE FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER••. ••Ov.NER INDICATES Ov.NER OF FACILITY, CONTRACTOR TO COORDINATE WITH APPROPRIATE UTILITY COMPANY FOR THIS WORK. 648 x"' WN z+ 50 , 662 "' 0 -x w z 0 , "' 0 N <X) + 0 7 I .,., 0 I .,., I 0 - 17 .,., 0 st-x NW r---+ z 0 -0 -, f-----------1------_,_----------::---------i w 6 CD <( w z _J VIA a, 0 N r---0 33 r---0 cs 0, 0 - "' cs ,,., x -w z 0 , ' I I x ~1 w z 0 u-, I 33 34 , I 7 17 '" I .,., ';' I NI co- 1 X ,,., w r---z +-No , I I I I --,--~~--~-=--- I I I I I I ; ~ :j /: 0, - RAVENNA 7 17 +>< "' a,W N +z N 645 r---"' "'0 cs N , c-------- 12 8' 22.5' --....- • I , , . I 22.5' • ' I 11:1::------ I • I i, '-,+--,~ :: 650 1SMH + i-G :-r: 654 I c3 I I I ~ . ': I SCALE 1" = 20' 0 20 40 ,- - ~-------------.~------+-----i 7 17l------1------__,_ _____ ___, _____ -1 I j ~---- VIA LEGEND ~ 1 FT WIDE A.C. SLOT PATCH 0.5 FT MIN. DEPlH TYPE TYPE 111-82-PG 64-10 WITH 0.17 FT OVERLAY COURSE TYPE III-C3-PG 64-10. 0.17 FT MIN. GRIND WllH 0.17 FT OVERLAY COURSE TYPE III-C3-PG 64-10 RAVENNA ROW 0 2' I EXIST./PROP TC ELEV ' 3/8" LIP VARIABLE HEIGHT CF TO L ' \ MATCH EXIST. TC ELEV-. • 10· VIA LIDO NORD 24' 10' PROP. FINISH SURFACE TOP OF EXIST. SURFACE 2' I I 1' lw ROW 0 OR REFER TO PLAN 12 17 1 FOR REMOVAL LIMITS ..._,..._, I I~ I :~ (16• LI.PI EXIST./PROP TC ELEV I~ :::J .,---VARIABLE HEIGHT CF TO en , MATCH EXIST. TC ELEV C-J _, c_ -.17' AC OVERLAY 8"± I c_ EXIST./PROP. FL ELE EXISTING AC NATIVE SOIL ~ :z w STREET SECTION ! NOT TO SCALE EXIST. /PROP FL ELEV RECORD DRAWINGS 111a lllmd ...... 1111w ._ .......... • hfDlmlllan dmltlld, ill Dri, by--WIii 11111 wna1111 II MIMd to N Nllolllt. "aty of Nllport 8Ncll II Ml ......... tor ill--,. 1111' fW _,.. ~ _... 'lli:II 11111111M ._, lncllpnttd Into 1--• 1 ..a. C-4520 (Ji f----LJ LJ c_ f----c:·., ']_) ']_) LJ CJ G r""T""---r-------r---r----:::~~1 ::---1REREI/IOEWE1o"""D ---.--------:v-:-:1:-:-A----=RA-=-v:-:=E:--:-N:--:N-:-A----.,~ f 1:.i-\,. A4'c-,. PATRICK ARCINIEGA RCE 70740 LIDO ISLE STREET REHABILITATION 6 & /10/2012 AS-BUILTS NO. DATE DESCRIPTION OF RE'IISIONS APPROVE ill SENIOR Cl'IIL ENGINEER ,- ol ~ PHASE 111 n No. 70740 . 06-30-11 CIVTh OF CAL DATE a.:::.::.,;;==;;;,;;;;;;;;;;;==➔------------r-=--=-=~-=--1 ,,, DESIGNED PA DRAWN MGRACIA CITY OF NEWPORT BEACH R-5997-S 7 CHECKED MS DATh JAN 2011 PUBLIC WORKS DEPARTMENT SIEET 9 OF 17 L_ ·--- CONSTRUCTION NOTES 0 PROTECT IN PLACE 0 COLD MILL VARIABLE DEPTH (0.17' TO 0.25') SEE CROSS SECTION. 0 REMOVE A.C. SECTION OR COLD MILL 0.50' DEEP FROM GUTTER EDGE TO 7' AND CONSTRUCT 0.33' A.C. BASE COURSE. TYPE III-B2-PG 64-10 AND OVERLAY 0.17' OVERLAY COURSE TYPE Ill -C3-PG 64-10. 0 0 @ CONSTRUCT 0.17' AC {TYPE III-C3-PG 64-10) FINISH COURSE OVERLAY ACROSS THE ENTIRE ROADWAY SURFACE. SAWCUT AND REMOVE EXISTING CURB AND/OR CURB AND GUTTER INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN. CONSTRUCT CURB AND GUTTER PER DETAIL HEREON AND CNB SID-182-L, {W=1.5'). @ REPLACE EXISTING SEWER CLEAN OUT FRAME AND COVER AND ADJUST TO GRADE PER CNB SID-406-L. @ REPLACE EXISTING WATER VALVE BOX FRAME AND COVER AND ADJUST TO GRADE PER CNB SID-511-L. ® ADJUST SURVEY MONUMENT WELL FRAME AND COVER TO GRADE. LEGEND -- 1 I • " " 1 FT WIDE A.C. SLOT PATCH 0.5 FT MIN. DEPTH TYPE TYPE 11I-B2-PG 64-10 WITH 0.17 FT OVERLAY COURSE TYPE III-C3-PG 64-10. 0.17 FT MIN. GRIND WITH 0.25 FT OVERLAY COURSE TYPE III-C3-PG 64-10 REMOVE A.C. SECllON OR COLD MILL 0.50' DEEP FROM GUTTER EDGE TO 7' AND CONSTRUCT 0.33' A.C. BASE COURSE TYPE III-B2-PG 64-10 OVERLAY 0.17' OVERLAY COURSE TYPE Ill -C3-PG 64-10. 4 VIA w > 0 cc <( U") 0 I-N I C!) 0::: w w en w z ....J 14'± VERIFY EXISTING I I SAN VIA ROW 0 OR "' "' N N 4 U") N N 1 663 --------------............... ··~· ................. . ........................................ . : :-:-:-:-:-:-: :-:-: :-:-:-:-: :-:-·"" • -:-:-:-:-:--: :-:-:-:-:-:-: :-:· -:-:-• -:-:-:-:-:--: :-:-:-:-:-:-: :-:·.: ·-:-:Cfl· • -:-:-• -:-:-:-:-:- .......... ...................... ........................ ~ '-'::3<;_:: < '.~>~ ..,.,.. ---~ .,. ~ I I '& ~ 0 ...,. I ~ -,. C"') 22.5' 22.5' I " I " I " . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....................................... :::::::::::::::::.~;-~_~::,:.:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-I " I " :-:-:-:-:-:--:-:-:-:-:-:-:-::-:-:-:-:-:-:-:---::::::;-:::::;-::::::;--:-:-:-:--:-:4:-:-:-:-:-:-:-:-\:-:-:-:-:--:-:-:-:-:-:--:-:-:-:-:-:-:-::-:-:-:-:-:-:-:-:-:-:-:-:-:--:-:-:-:-:-:--:-:-:-:-::~Jlr::::::::::::::::::::::::., ----1""' <O N N I I ·::::: I I :::::. \ I l I SAN REMO VIA LIDO NORD 40' TO VARIABLE 20' TO VARIABLE <i. 20' TO VARIABLE 13' TO VARIABLE 13' TO VARIABLE SCALE 1" = 20' 0 20 40 662 -----· SCALE 1" = 20' -------· - I 0 20 40 700 C-J ROW 0 -· c_ OR 1.5' 3' I >---~4>--+-------<2>---------------1 REFIER TO PLAN 17 FOR REMOVAL LIMITS REFER TO PLAN FOR REMOVAL LIMITS 7' <i. /1-EXISTING 1. PROP. FINISH SURFACE -----... ( ) LANDSCAPE 0 -~ NATIVE SOIL EXIST. AC EXISTING BASE SYMETRICAL ALONG THIS LINE STREET SECTION A NOT TO SCALE NOTE: UNLESS OTHERWISE NOTED ON THE PLANS, THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION, RESTORAllON AND RELOCAllON OF ALL TREES, LAWNS, SHRUBBERY AND IRRIGAllON FACILlllES ADJACENT TO OR AFIFECTED BY THE WORK, AND SHALL RESTORE OR REPLACE AS NEARLY TO THE ORIGINAL CONDITION AND LOCATION AS IS REASONABLY POSSIBLE AT THE COMPLEllON OF THE WORK. 4 w 1.5' 7' z ...J t-:::, 3/8" UP f,;1 < <I) w ~ 7' t- PROP. FINISH SURFACE ~ TOP OF EXIST. SURFACE i'.;!i 3/8" UP EXISllNG BASE ~ ~ STREET SECTION~ NOT TO SCALE t;; ~ 1.5' RECORD DRAWINGS .._ Rani llnlllngl lNM ... ._.i .._. • ha..atlDn IUlnllllll, In DCri. bJolhn. Will 1111 lllflmlal:ln IINIIMd Iii Nrlllabk"atytf""""'1 Blcldl1'MII ,....... ...... __,, 1111rb """• ......... _,.-.i..rr-pcn1a1ht.._pllllll•al"llllt. I c_ (Ji f----LJ LJ c_ f----c:·., ']_) ']_) LJ CJ G C-4520 rr--r---------,--r-~-,:::;~~\,. 2;~<J!t&;::-"" -ffilRE1iiiE°VIEWEWEDD:-----.---=-v-:--:-:1A:--S=-:-A-:-N-:----'.R=-:E:-:M-:--::0:--10 [f PA~~,o~Rg~EG:N~~E~0740 LIDO ISLE STREET REHABILITATION P .ii /10/2012 AS-BUILTS NO. DA TE DESCRIPTION OF REI/ISIONS APPROVE No. 70740 . 06--30-11 crvn. OF CAL PHASE Ill DATE 1,::.:.::..;;==;;,;;;;;;;;;;;==➔-----------.....-------11., DESIGNED PA DRAWN MGRACIA CITY OF NEWPORT BEACH R-5997-S 7 '.I) 1--------+------1 CHECKED MS DATh JAN 2011 PUBLIC WORKS DEPARTMENT SIEET 10 OF 17 L_ VIA LIDO sou□ CONSTRUCTION NOTES 0 PROTECT IN PLACE 0 COLD MILL VARIABLE DEPlH (0.17' TO 0.25') SEE CROSS SECTION. 0 COLD MILL 0.17' ADJACENT TO SIDE STREETS AND TRANSVERSE JOINTS. 0 REMOVE A.C. SECTION OR COLD MILL 0.50' DEEP FROM GUTTER EDGE TO 7' AND CONSTRUCT 0.33' A.C. BASE COURSE. TYPE III-B2-PG 64-10 AND OVERLAY 0.17' OVERLAY COURSE TYPE Ill -C3-PG 64-10. ® FEAlHER ASPHALT CONCRETE PER DETAIL ON SHEET 2. 0 CONSTRUCT 0.17' AC {TYPE III-C3-PG 64-10) FINISH COURSE OVERLAY ACROSS lHE ENTIRE ROADWAY SURFACE. 0 SAWCUT AND REMOVE EXISTING CURB AND/OR CURB AND GUTTER INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPlH AC SLOT PATCH (PATCH BACK), W=l' MIN. @ REMOVE AND REPLACE CURB CORE DRAIN. @ CONSTRUCT ROLLED CURB AND GUTTER PER DETAIL ON SHEET 2. @ ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE PER CNB STD-111-L. ® REPLACE EXISTING SEWER CLEAN OUT FRAME AND COVER AND ADJUST TO GRADE PER CNB STD-406-L. ® CATV PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER••. @ SCE MANHOLE, VAULT AND PULL BOX FRAME AND COVER TO BE ADJJSTED TO GRADE BY OWNER**. ® TELEPHONE MANHOLE, VAULT AND PULL BOX FRAME TO BE ADJUSTED TO GRADE. "OWNER INDICATES OWNER OF FACILITY, CONTRACTOR TO COORDINATE l't1TH APPROPRIATE UTILITY COMPANY FOR THIS WORK. 7 17 VIA VIA LIDO NORD SCALE 1" = 20' 0 20 40 732 l -----l CD \(D sea 26 CD Ii:, x ... x ... x w "' w 0, w N I + + 0 ;;; + ;;; N z N a:, + 0 N ... 0 N N 0 0 N N ~ N ~ ~ .,, 12 7 17 VIA LEGEND ~ 1 FT WIDE A.C. SLOT PATCH 0.5 FT MIN. DEPTH TYPE TYPE 111-82-PG 64-10 WITH 0.17 FT OVERLAY COURSE TYPE III-C3-PG 64-10. 0.17 FT MIN. GRIND WITH 0.17 FT OVERLAY COURSE TYPE III-C3-PG 64-10 REMOVE A.C. SECTION OR COLD MILL 0.50' DEEP FROM GUTTER EDGE TO 7' AND CONSTRUCT 0.33' A.C. BASE COURSE TYPE 111-82-PG 64-10 OVERLAY 0.17' OVERLAY COURSE TYPE Ill -C3-PG 64-10. x r--w "" + z .,, 0 ~ 0 x. ,. a:, iN wx r--737 I t .,, ~ ~~~ <O 12 N x I I/ I -... "" ... ~a~ w N I I/ I + ~ z '/ I "' 0 '1 7 17 ~ !I/! N I ... I I I I I ' I I ' UNDINE VIA LIDO NORD ROW 24' ROW 2' 10' <t. 10' 2' 0 OR 1--R~E~FER~~TO~PL~A~N-1-------1~-t---------1 2 6 1-----~-,-~------1 2 6 f-----~"'--+----t-~R=EF=E~R _T~O_P=LA~N---112 17 FOR REMOVAL LIMITS I I I FOR REMOVAL LIMITS I 1' I I 1' I ! ~ ~ ! CJ c__ 1,, EXIST./PROP TC ELEV 1 318• LIP .._I PROP. FINISH SURFACE I>--//8" LIP I EXIST./PROP TC ELEV VARIABLE HEIGHT CF TO L. \ ;: TOP OF EXIST. SURFACE :; ~ ~VARIABLE HEIGHT CF TO MATCH EXIST. TC ELEV-: "' "' , MATCH EXIST. TC ELEV EXIST./PROP. FL ELE -.17' AC OVERLAY EXISTING AC NATIVE SOIL STREET SECTION VIA TRIESTE & VIA UNDINE NOT TO SCALE ~ i5 "" ~ >-' (/) x w 8"± EXIST./PROP FL ELEV RECORD DRAWINGS 1'-._.DIIRp._.._pl'lpl'lllllmlllallflnnallan ........ hpmt.bfaH.L .,._ ... tlblnllllln II IIIIIMd ID bl ..... ·my ti ...,..a llllllih II 1111 ,....... llr Ill .-q ,_ f(I' iwnn Ill' -'lllll:tlm-,NWlllla..,._llill._ __ ,IIUL C-4520 I c__ (Ji f----LJ LJ c__ f----c:· _, ']_) ']) LJ CJ G rT--r----------7--T---=~~~=--TRREIEl/lnEEWEWEDD ______ T _________________ ,__':' ~~~~ VIA TRIESTE, VIA UNDINE ~~ & /10/2012 AS-BUILTS NO. DATE DESCRIPTION OF REI/ISIONS APPROVE ff PA~~IO~Rg~EG:N~~E~0740 LIDO ISLE STREET REHABILITATION P PHASE Ill No. 70740 . 06-30-11 crvn. OF CAL DATE 1,::.:.::.;;==;;,;;;;;;;;;;;==➔-----------.....-------11,, DESIGNED PA DRAWN MGRACIA CITY OF NEWPORT BEACH R-5997-S 7 '.I) CHECKED MS DATh JAN 2011 PUBLIC WORKS DEPARTMENT SIEET 11 OF 17 L_ I "' I "' 7 17 N "' 0, ->< ~ N "' 0 ~ 744 "-' "' I I I "' z + I +;;;;; I I -0 0 -CDQ J,CE _J _____ L __ , -_________ j_ -------- --------------------SCG □ sco~ >< □ □scE ~ 760 SCG1 "' :l!l "-' 0 N "' ~ "' N GS z ct I "' + z ~ "' "' "' r--0 1 "' 0 0 0 z ~: 6 -, , z 0, ~ 0 N 17 , VIA ROW 24' ROW 0 2' 1 o· 10· 2' 0 OR OR SCALE 1" = 20' REFER TO PLAN REFER TO PLAN ,_F_O_R_R-EM_O_V-AL-LI-MI_TS----,..1 ~---+---,.~---------1 2 6 >-------~--------< 2 6 >------~~l~t--------<,-F-OR-R-EM_O_V-AL-LI-MI-TS--1l2 17 1 1' I I 1' I .... 0 20 40 I 31 EXIST./PROP TC ELEV r:' 318• LIP\ al VARIABLE HEIGHT CF TO · ~I MATCH EXIST. TC ELEV-• "' PROP. FINISH SURFACE TOP OIF EXIST. SURFACE EXIST. /PROP. FL ELE CONSTRUCTION NOTES 0 PROTECT IN PLACE ® COLD MILL VARIABLE DEPTH (0.17' TO 0.25'} SEE CROSS SECTION. 0 COLD MILL 0.17' ADJACENT TO SIDE STREETS AND TRANSVERSE JOINTS. 0 REMOVE A.C. SECTION OR COLD MILL a.so· DEEP FROM GUTTER EDGE TO 7' AND CONSTRUCT 0.33' A.C. BASE COURSE. TYPE 111-B2-PG 64-10 AND OVERLAY 0.17' OVERLAY COURSE TYPE Ill -C3-PG 64-10. ® FEATHER ASPHALT CONCRETE PER DETAIL ON SHEET 2. ® CONSTRUCT 0.17' AC (TYPE III-C3-PG 64-10) FINISH COURSE OVERLAY ACROSS THE ENTIRE ROADWAY SURFACE. 0 SAWCUT AND REMOVE EXISTING CURB AND/OR CURB AND GUTTER INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK}, W=1' MIN. 0 SAWCUT AND REMOVE EXISTING CROSS GUTTER, SPANDREL AND CURB INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK}, W=1' MIN. @ REMOVE AND REPLACE CURB CORE DRAIN. @ CONSTRUCT ROLLED CURB AND GUTTER PER DETAIL ON SHEET 2. @ CONSTRUCT CROSS GUTTER AND/OR SPANDREL PER CNB STD-185-L, (W=EXISTING}. @ ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE PER CNB STD-111-L ® REPLACE EXISTING SEWER CLEAN OUT FRAME AND COVER AND ADJUST TO GRADE PER CNB STD-406-L. ® ADJUST SURVEY MONUMENT WELL FRAME AND COVER TO GRADE. ® CA TV PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER**. @ SCE MANHOLE, VAULT AND PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER**. ® TELEPHONE MANHOLE, VAULT AND PULL BOX FRAME TO BE ADJUSTED TO GRADE. @ CATV MANHOLE FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER**. **Ol'tNER INDICATES Ol'tNER OF FACILITY, CONTRACTOR TO COORDINATE 'MTH APPROPRIATE UTILITY COMPANY FOR THIS WORK. -.17' AC OVERLAY EXISTING AC NATIVE SOIL STREET SECTION VIA VENEZIA NOT TO SCALE LEGEND ~ 1 FT WIDE A.C. SLOT PATCH 0.5 FT MIN. DEPTH TYPE TYPE 111-82-PG 64-10 WITH 0.17 FT OVERLAY COURSE TYPE Ill-CJ-PG 64-10. 0.17 FT MIN. GRIND WITH 0.17 FT OVERLAY COURSE TYPE Ill-CJ-PG 64-10 ~ z "-' "' "' ~ o-' V) x "-' REMOVE A.C. SECTION OR COLD MILL 0.50' DEEP FROM GUTTER EDGE . . TO 7' AND CONSTRUCT 0.33' A.C. BASE COURSE TYPE III-82-PG 64-10 "---'---"'-•~·-"-~~• OVERLAY 0.17' OVERLAY COURSE TYPE Ill -C3-PG 64-10. EXIST. /PROP FL ELEV . I I I I I R=15' I CROSS GUTTER DETAIL I • ;/ JOIN EX. 11, NOT TO SCALE I I I r--"' ...-"' -~ 745 ~sco 33 I I CD -- □ -sea ~ EPB r-- "' 1 :,: I :8 35 761 "' I "' ~ z + "' 0 ...-...-Ii ...-I , z 7 17 ~ VIA LIDO NORD VENEZIA SEE CROSS GUTTER DETAIL HEREON WAZIERS ROW 7' 1.5' EXIST. /PROP TC ELEV r-------- L ______ t---f-~ 0 EXIST. SIDEWALK / I >/ ~ , . EXIST./PROP FL ELEV 7- 20· 3/8" LIP 0.25' I VIA LIDO NORD 40' I ' I ROW 20· 13' TO VARIABLE 13' TO VARIABLE 7' -0.17' AC OVERLA PROP. FINISH SURFACE TOP OF EXIST. SURFACE EXISTING BASE'-.:_ NATIVE SOIL STREET SECTION VIA WAZIERS NOT TO SCALE 1.5' 3/8" UP 8"± / EXIST./PROP. TC ELEV --------7 J ' __J J-~----- •• 1 ~ \, _J EXIST. SIDEWALK 0 ~EXIST./PROP. FL ELEV RECORD DRAWINGS 1-"-ll .... i-i..111WR11b..111~ ....... lnDllrl.bylllhn. ...... WamaUonltlillnM!tobtl'lllllilt.-at,lf.....,.._..11,_........,.lorlbl«mlCJ,llll'fw...,.• ....._.,...IMJ._._....,...._.lrlD._,._.a..t. C-4385 --- CJ (_/ i I I • C:, c--, L(-:-, c_ I c_ (Ji f----LJ LJ c_ f----c:· _, LJ CJ G rT--r----------7--T---=~~~=---rnREIEl/lnEEWEWEDD ______ T _________________ ,__':' ~~~~ VIA VENEZIA, VIA WAZIERS ~~ .ii /10/2012 AS-BUILTS NO. DATE DESCRIPTION OF REVISIONS APPROVE ff PA~~IO~Rg~EG:N~~E~0740 LIDO ISLE STREET REHABILITATION P PHASE Ill No. 70740 . 06-30-11 crvn. OF CAL DATE 1,::.:.::....;;==;;,;;;;;;;;;;;==➔-----------......-------11., DESIGNED PA DRAWN MGRACIA CITY OF NEWPORT BEACH R-5997-S 7 (/) 1------+---------1 CHECKED MS DA~ DEC 2010 PUBLIC WORKS DEPARTMENT SIEET 12 OF 17 L 807 VIA LI DO SOU D SEE CROSS GUTTER DETAIL HEREON 819 I 1 I 818~ 32 sea 823 ',I,~. I ill : I ii : 00 I Ill I , I, II, VIA LIDO SOUD CONSTRUCTION NOTES PR0lECT IN PLACE COLD MILL VARIABLE DEPTH {0.17' TO 0.25') SEE CROSS SECTION. COLD MILL 0.17' ADJACENT TO SIDE STREETS AND TRANSVERSE JOINTS. FEATHER ASPHALT CONCRElE PER DETAIL ON SHEET 2. ------ 828 CD CD 12 CONSTRUCT 0.17' AC (TYPE III-C3-PG 64-10) FINISH COURSE OVERLAY ACROSS THE ENTIRE ROADWAY SURFACE. SAWCUT AND REMOVE EXISTING CURB AND/OR CURB AND GUTTER INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH {PATCH BACK), W=1' MIN. SAWCUT AND REMOVE EXISTING CROSS GUTlER, SPANDREL AND CURB INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN. REMOVE AND REPLACE CURB CORE DRAIN. CONSTRUCT ROLLED CURB AND GUTTER PER DETAIL ON SHEET 2. CONSTRUCT CROSS GUTlER AND/OR SPANDREL PER CNB STD-185-L. (W=EXISTING). ADJJST SEWER MANHOLE FRAME AND COVER TO GRADE PER CNB STD-111-L. REPLACE EXISTING SEWER CLEAN OUT FRAME AND COVER AND ADJUST TO GRADE PER CNB STD-406-L. ADJUST SURVEY MONUMENT WELL FRAME AND COVER TO GRADE. CATV PULL BOX FRAME AND COVER TO BE ADJUSlED TO GRADE BY OWNER••. SCE MANHOLE, VAULT AND PULL BOX FRAME AND COVER TO BE ADJUSlED TO GRADE BY Ov.NER••. lELEPH0NE MANHOLE, VAULT AND PULL BOX FRAME TO BE ADJUSTED TO GRADE. CATV MANHOLE FRAME AND COVER TO BE ADJUSlED TO GRADE BY OWNER••. ••OWNER INDICATES OWNER OF FACILITY, CONTRACTOR TO COORDINATE WITH APPROPRIATE UTILITY COMPANY FOR THIS WORK. I I I I r---"' 0 0 - 33 I I _I CD gg N VIA I I I I I I I VIA R=10' I I I "' - 0 N "' ---- 0 N ,------ JOIN EX. 1 R=10' I I I I I CROSS GUTTER DETAIL NOT TO SCALE "' N 33 j!!: ~ 1 ct z a ~ r--- ~ 1'j +z N i5 ~ x 7 17 "'~ "-' x I N "' "-' "' z "' <Oz '° ~ * !;;! z ~ * !;;! "' ~ IX) ..,_ sco sco 0 0 --------- BOB - ~p~9 0 sco sco IX) 0, 00 N ~ a> -z +1 0 "' I ~ 7 32 0 OR 00 :;ri N ;,; 17 "' N - 1'j z ~ N ,.,., ROW I I I 2' 0 "' - 0, x "' N u.J ,.,., z ;::: x ~ + "' "-' 26 "' 00 + ~ "' 0 ~ ------ --cr----- CD SC0 CD 1 YELLA 10' x 827 -"-' "' + ~ ... 0 ~ 835 24' 10' 0 I I I ' ' I SCALE 1" = 20' 20 40 8' x ;::: "-' + z ... 0 ..., ,_r // --:;;,S>' VIA LIDO NORD ROW 2' REFER TO PLAN REFER TO PLAN 12 17 >---------+-------,,..------------< >-----------------< 2 6 J-------------<>-----+---------< FOR REMOVAL LIMITS 1 '----''---,, I I FOR REMOVAL LIMITS 1 1' I I 1' I ..... ~ I ~ ~ I 0 OR EXIST./PROP TC ELEV 1 3/B" LIP ,-I PROP. FINISH SURFACE :~ (/B" LIP I EXIST./PROP TC ELEV VARIABLE HEIGHT CF TO L ' \ ;"': TOP OF EXIST. SURFACE I~"' :::.1 .,--VARIABLE HEIGHT CF TO MATCH EXIST. TC ELEV-; . MATCH EXIST. TC ELEV -.17' AC OVERLAY EXIST./PR0P. FL ELE EXISTING AC NATIVE SOIL STREET SECTION NOT TO SCALE ~ ~ "' ;§ tti ~ EXIST./PR0P FL ELEV RECORD DRAWINGS ... llmard ....... ._ .... pr..-l ..... 111fnfanmlllln .......... i.t..., .......... tlwmob a. WMd II be relllill,-aty of......_.._ II ..t ....,.._ fir ill-.. 11111' far...,.• ....._...,._,._ .. mlpllalld ....... anllllft. CJ (_/ i I I • C:, c--, L(-:-, c_ I c_ (Ji f---LJ LJ c_ f---c:· _, LJ LEGEND CJ G ~ 1 FT WIDE A.C. SLOT PATCH 0.5 FT MIN. DEPTH TYPE TYPE 111-82-PG 64-10 WITH 0.17 FT OVERLAY COURSE TYPE III-C3-PG 64-10. 0.17 FT MIN. GRIND WITH 0.17 FT OVERLAY COURSE TYPE III-C3-PG 64-10 C-4520 rT--r----------7--T---=~~~=--TRREIEl/lnEEWEWEDD------T------------------,_::i ~~~~ VIA XANTHE, VIA YELLA ~~ & /10/2012 AS-BUILTS NO. DATE DESCRIPTION OF REVISIONS APPROVE ff PA~~IO~Rg~EG:N~~E~0740 LIDO ISLE STREET REHABILITATION P PHASE Ill No. 70740 . 06-30-11 crvn. OF CAL DATE 1,::.:.::..;;==;;,;;;;;;;;;;;==➔-----------.....-------11., DESIGNED PA DRAWN MGRACIA CITY OF NEWPORT BEACH R-5997-S 7 '.I) 1------+--------1 CHECKED DATE PUBLIC WORKS DEPARTMENT SIEET 13 OF 17 L MS 04 NOV 2010 0 0 0 ® 0 0 0 I • CONSTRUCTION NOTES PROTECT IN PLACE COLD MILL VARIABLE DEPTH (0.17' TO 0.25') SEE CROSS SECTION. COLD MILL 0.17' ADJACENT TO SIDE STREETS AND TRANSVERSE JOINTS. FEATHER ASPHALT CONCRETE PER DETAIL ON SHEET 2. CONSTRUCT 0.17' AC (TYPE III-C3-PG 64-10) FINISH COURSE OVERLAY ACROSS THE ENTIRE ROADWAY SURFACE. SAWCUT AND REMOVE EXISTING CURB AND/OR CURB AND GUTTER INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN. SAWCUT AND REMOVE EXISTING CROSS GUTTER, SPANDREL AND CURB INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN. @ REMOVE AND REPLACE CURB CORE DRAIN. @ CONSTRUCT ROLLED CURB AND GUTTER PER DETAIL ON SHEET 2. @ CONSTRUCT CROSS GUTTER PER CNB STD-185-L AND DETAIL ON SHEET 2. ® PRUNE TREE ROOT AND INSTALL ROOT BARRIER PER DETAIL ON SHEET 2. @ ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE PER CNB STD-111-L. ® REPLACE EXISTING SEWER CLEAN OUT FRAME AND COVER AND ADJUST TO GRADE PER CNB STD-406-L. @ REPLACE EXISTING WATER VALVE BOX FRAME AND COVER AND ADJUST TO GRADE PER CNB STD-511-L. ® ADJUST SURVEY MONUMENT WELL FRAME AND COVER TO GRADE. ® CATV PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER**. ® SCE MANHOLE, VAULT AND PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER••. ® TELEPHONE MANHOLE, VAULT AND PULL BOX FRAME TO BE ADJUSTED TO GRADE. ® CATV MANHOLE FRAME AND COVER TO BE ADJ.JSTED TO GRADE BY OWNER**. ••OWNER INDICATES OWNER OF FAOLITY, CONTRACTOR TO COORDINATE 'MTH APPROPRIATE UTILITY COMPANY FOR THIS WORK. ------ I ROW 0 OR I I 2' I!? o; \ \ \ \ \ 24' ct 10· I • I/ I ' I : ~' i ' I/ j : t 901 . ,.._ -I ;, ,.._ I/ • 2' ------.. 4+08 JOIN EX. 909 917 ROW 0 2' OR 17 REFER TO PLAN FOR REMOVAL LIMITS 1 1'1 I EXIST./PROP TC ELEV 1 318• LIP VARIABLE HEIGHT CF TO _L . \ MATCH EXIST. TC ELEV-. EXIST./PROP. FL ELE ROW 2' 0 OR SCALE 1" = 20' 0 20 40 SEE CROSS GUTTER DETAIL HEREON . .... . . .......... . . . . . . ·.· ... _.' ........ ' .... . _____ , ...... . CROSS GUTTER DETAIL NOT TO SCALE 20· ROW 8' 8' 2' 0 OR REFER TO PLAN 2 6 )-------.----------< 2 6 f------..,_I ~+---~1--, F-0-'--'R=R--=EM---'-O-V-'--A---'-L -=LI--'-M-'---ITS---1 l 2 17 -.17' AC OVERLAY NATIVE SOIL PROP. FlNISH SURFACE TOP OF EXIST. SURFACE EXISTING AC ~ c5 STREET SECTION a:: I NOT TO SCALE >-' I 1' I Lu I 13 I :~ //8• LIP I EXIST./PROP TC ELEV I~ . :::J .,....-VARIABLE HEIGHT CF TO v, • .. • MATCH EXIST. TC ELEV 8"± EXIST. /PROP FL ELEV -- - CJ _, c__ REFER TO PLAN 12 17 FOR REMOVAL LIMITS, REFER TO PLAN f-------.--------{2 6f------...__-+----+-----'=--=-'-----'--'---=--'--'------I ZURICH CIRCLE Vl ~ 1'1 Lu I ~I EXIST./PROP TC ELEV 1 3/8" LIP e-1 VARIABLE HEIGHT CF TO _L -\ ;: MATCH EXIST. TC ELEV-: "' EXIST./PROP. FL ELE -.17' AC OVERLAY NATIVE SOIL PROP. FINISH SURFACE TOP OF EXIST. SURFACE EXISTING AC ~ c5 STREET SECTION "' I VIA ZURICH NOT TO SCALE >-' en ~ LEGEND ~ 1 FT WIDE A.C. SLOT PATCH 0.5 FT MIN. DEPTH TYPE TYPE 11I-82-PG 64-10 WITIH 0.17 FT OVERLAY COURSE TYPE III-C3-PG 64-10. 0.17 FT MIN. GRIND WITIH 0.17 FT OVERLAY COURSE TYPE III-C3-PG 64-10 8"± I 11' Lu 1 FOR REMOVAL LIMITS..__,,..__,, I 13 I :~ //B" LIP I EXIST./PROP TC ELEV I~ • :::J .,....-VARIABLE HEIGHT CF TO en • • MATCH EXIST. TC ELEV EXIST./PROP FL ELEV RECORD DRAWINGS .... Rani Dlalingl 11M ..... llf'IIIIRII 11111d .. ~ IUlnltlld, ti 111111. ., ......... -lllilffllalan IIIIIIINll lo 1111,..._0lyfllllllpart IIIIDllnal lllflllllllilll l'arll«aarq 1111' Ill'-« ...._llllicll~IIMM~rnt.._pln•allllllt. C-4520 I c__ (Ji f----LJ LJ c__ f----c:· _, ']_) ']) LJ CJ G rT--r----------7--T---=~~~=--TRREIEl/lnEEWEWEDD ______ T _________________ ,..':' ~I~ en .ii /10/2012 AS-BUILTS NO. DA TE DESCRIPTION OF REI/ISIONS APPR0I/E ~1:. ... \,. q",, VIA ZURICH, ZURICH CIRCLE ff PA~~IO~Rg~EG:N~~E~0740 LIDO ISLE STREET REHABILITATION No. 70740 . 06--30-11 crvn. OF CAL LJ ,- PHASE Ill DATE 1=::.,;;==;;,;;;;;;;;;;;==➔------------.-------l 10 DESIGNED PA DRAWN MGRACIA CITY OF NEWPORT BEACH R-5997-S 7 '.I) 1-------+-------1 CHECKED MS DATh DEC 2010 PUBLIC WORKS DEPARTMENT SIEET 14 OF 17 L_ \ \ \ \ I I \ I I \ ---- SEE SHEET 16 LORCA . -- ....,,, ---------- ,1. 1 10 12 AS-BUILTS NO. DATE DESCRIPTION OF REVISION SCALE 1" = 40' 0 40 80 GENERAL NOTES 1. SEE SlREET IMPROVEMENT PLANS FOR EXISTING UTILITY LOCATIONS. 2. CONlRACTOR SHALL PREPARE AND PROVIDE DOCUMENTATION LISTING LOCATION, LENGTIH, COLOR, MARKING, AND STIENCILING OF EXISTING CURB MARKINGS BEFORE REMOVAL OF CURB AND GUTTIER. 3. SlRIPING DETAILS, MARKINGS, MARKERS, ETC. SHALL BE PER STATIE OF CALIFORNIA DEPT. OF lRANSPORTATION STANDARD PLANS, MAY 2006 EDITION. 4. TIEMPORARY lRAFFIC SlRIPING AND MARKINGS SHALL BE PAINT APPLIED IN ONE COAT AND AS SOON AS POSSIBLE WITIHIN 24 HOURS AFTIER TIHE FINISHED COURSE OF PAVEMENT HAS BEEN APPLIED. 5. FINAL SlRIPING SHALL BE 'SPRAYABLE REFLECTORIZED TIHERMOPLASTIC' APPLIED AT A MINIMUM TIHICKNESS OF 0.45 MM. CROSSWALKS AND LIMIT LINES SHALL BE APPLIED AT A MINIMUM OF 0.90 MM. ALL CROSSWALKS AND LIMIT LINES SHALL BE 12" WHITIE UNLESS NOTIED OTIHERWISE. 6. REFLECTIVE PAVEMENT MARKERS SHALL BE 3M SERIES 290 VERSION OR EQUIVALENT WITIH GLASS REFLECTIVE FACES. 7. TIHE FIRE HYDRANT PAVEMENT MARKERS SHALL BE LOCATIED PER CNB STID-902-L. 8. PRIOR TO INSTALLATION OF FINAL SlRIPING, "CAT TRACK" LAYOUTS SHALL BE APPROVED BY TIHE CITY OF NEWPORT BEACH. 9. NO NEW SIGNAGE IS TO BE INSTALLED UNLESS OTIHERW1SE NOTIED. 10. REMOVE ALL CONFLICTING STRIPING BY SANDBLASTING. REMOVE ALL RPM'S, CONSTRUCTION NOTES PAINT SlRIPING; SlRIPING SHALL GENERALLY CONFORM TO TIHE CURRENT CALIFORNIA MANUAL OF UNIFORM lRAFFIC CONlROL DEVICES (MUTCD) 2006. PAINT SlRIPING LEGEND AND ARROWS; SlRIPING LEGEND AND ARROWS SHALL GENERALLY CONFORM TO TIHE CURRENT CALIFORNIA MANUAL OF UNIFORM TRAmc CONlROL DEVICES (MUTCD) 2006. PAINT STOP AND LIMIT LINE PER DETAIL PAINT CURB LIMITS AND COLOR PER PLAN. INSTALL FIRE HYDRANT MARKER PER CNB STID-902-L. q:_ I RETURN GUTTER CURB ! '12" WH!TE i RETURN GUTTER CURB TYPICAL STOP AND LIMIT LINE MARKING FOR 2-WAY STREET TYPICAL STOP AND LIMIT LINE MARKING FOR 1-WAY STREET APPROVED NOT TO SCALE No. 45521 Exp.12-31-12 NOT TO SCALE RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in pert. by others. YthUe this ilformotion Is beliMd to be relld>le, City of Newport Beach Is not responsllle for Its occurocy, nor for errors or omlsalons which may have been Incorporated Into theae plans as o result REVIEWED STRIPING PLAN C-4520 VIA LORCA TO VIA PALERMO ANTHONY BRINE RCE 45521 TRAFFIC ENGINEER LIDO ISLE STREET REHABILITATION DATE PHASE Ill DESIGNED PA DRAWN MGRACIA CITY OF NEWPORT BEACH R-5997-S 1ccc~~--+-------1 CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 15 (I' 17 AB 14 JAN 2011 \ • \ • \ \ I I r Ii , I • , I I , I ' . ' . \ I ' . ' . \ I ' . ' . ------------------------- SEE SHEET 15 0 0:::: 1-z w u ', I -----------, ·-----===========-=·=·==---------7 ' . --' l .. ---------------- \ ',\, r----- ~ '1 ,H • ' . \ \ ' . \ \ ' . I • 1:1 \ 1\ I i, • I, I 1,, I' • Cf) 0 C C) \ -- RED (L=9') 39 - a er 0 :z: 0 a --J I I I ! I ! I I • r-•·~--39_R_ED_(L-=5-') --~---------~-l~--------------------~T_R ____ i __ E _____ s~!_E_.-....a~------:-----:----ij~r.7@)~38 t ,1 RED (L= 7') RED (L= 7') RED (L=6') RED (L=B') 39 j : \1 1 , I '11 \ / !! I I \ I I I I ! I ' I I / : \ I I I / ! \ l I I ... -, _______________________________________________________________________ .J ,' ------------------------------·- I I 1 r··----------------------------------------,---·-------·-------------------------·------------------------7 , ffi'I 't' I I . I I I i : 'I I 1,1 II • • I 1 1 ·1 'j' I •, I I ' : 1 1 I I ·1 I, I , I • \ I I \ \ I I ~ ---------VIA -----------------~ ---UN□iNE______ h RED (L:~ c-l,t~~~-39-RE-D-,L-=-14-.)------------------------------------------------~---------------------4,,, 1 11 I / I l • • I I I • • I I i SEE SHEET 17 ,1. 1 10 12 AS-BUILTS NO. DATE DESCRIPTION OF REVISION 0 SCALE 1" = 40' 40 80 CONSTRUCTION NOTES @ PAINT STRIPING; STRIPING SHALL GENERALLY CONFORM TO THE CURRENT CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2006. ® PAINT STRIPING LEGEND AND ARROWS; STRIPING LEGEND AND ARROWS SHALL GENERALLY CONFORM TO THE CURRENT CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2006. ® PAINT STOP AND LIMIT LINE PER DETAIL @ PAINT CURB LIMITS AND COLOR PER PLAN. @ INSTALL FIRE HYDRANT MARKER PER CNB STD-902-L. RECORD DRAWINGS These Record Drawings have been prepared based on Information Ulfflllted. in part. by others. 'Mine this Information Is belleYld to be reliable, City of Newport Beach is not mponalble for lb accurcicy, nor for errors or omlaslons which may hove been Incorporated Into these plans as a result REVIEWED STRIPING PLAN C-4520 VIA QUITO TO VIA UNDINE APPROVED No. 45521 Exp.12-31-12 ANTHONY BRINE RCE 45521 TRAFFIC ENGINEER LIDO ISLE STREET REHABILITATION DATE PHASE Ill DESIGNED PA DRAWN t.1GRACIA CITY OF NEWPORT BEACH R-5997-S lcc-,~~--t-c~----- C HECKE D DATE PUBLIC WORKS DEPARTMENT SHEET 16 (I' 17 AB 14 JAN 2011 \ ' \1 f1 \11 \ 1 1 !, 1111 I I \, ti r \111 ' I II \1 I I I I I I SEE SHEET 16 I I' ' I ' " VIA VENEZIA 38 ( \ l l 1 1 1 i j /' I\ I f / I i , I II ' I 11 I ; , 1 :1FH\ i 1 l~------------------------------------------------------------------------------------------------------_!~~~~-~)FH I ~ VIA WAZIERS "'~-3 - 8 ~ sel_ -----------('(________________________________ -----------------------------------------·---------------) ~ I I : I 1 1 I I i I I / I I \ j I' I I I ; I I , I 11 1 : i 1_ I RED (L=5') 39 / :I 39 RED (L=5') VIA 39 RED (L=l O') XANTHE < -)> (\·,, il ' I/ \ I / 11 I 'I I ,•, , 1 1 \ i :: ,!/ I ' I r -a 0 U> 0 C a I I ; : !/ I I : i' I ' I I i 1 I : : a Ill L ______________________________________________________________________________________________________________ j Ii ~ I Ill r-·· ---------------------------------------------------------------------, i 2: I II\ I: 0 ' 11\ ii§/ Ill II / i it I ' >~ ,:, 1 1 i I I I I' ' -----~ ii ~ 38 VIA VELLA RED (L=4')~'--!:D (L=9') !/ ' ~,.) i/ r j, f1 I' \Ill I \1 \1 1, \11 \Ill \'1 11 1 \11 I I \'11 i I ,I, \ \ \ I i i' i' I II , 1 , 1 ,• 1 / 1 1 I i ! i 1111\ ;i .I Ill I ---------------------_______ _J ,// ' I L----------------------_ -- 1~1-•·--------------------1 ,----------7~ 1:1 \ IGI / I i \I I io::i I j' I\ o i=:li ,• I / 11 ! INI : i :, u VIA--i ~RED-(L•TJZURICH~ ~ u,. J /~ r 1 39 RED (L=7') I, I i ' ' \ I I -------"---!~-\ ! I' I I 11 I I I/ ,I I ,I I it iJ :, I I I \ ' ' / I ;/ ! I :/ : , I I i I i/ !/ ! I ,, // I I } i !/ i I I ' SCALE 1" = 40' 0 40 ,1. 1 10 12 AS-BUILTS NO. DATE DESCRIPTION OF REVISION 80 CONSTRUCTION NOTES ® PAIIIIT STRIPIIIIG; STRIPING SHALL GENERALLY CONFORM TO THE CURRENT CALIFORIIIIA MAIIIUAL OF UIIIIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2006. ® PAINT STRIPING LEGEND AND ARROWS; STRIPING LEGEND AND ARROWS SHALL GENERALLY CONFORM TO THE CURRENT CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2006. ® PAINT STOP AND LIMIT LINE PER DETAIL. @ PAINT CURB LIMITS AND COLOR PER PLAN. @ INSTALL FIRE HYDRANT MARKER PER CNB STD-902-L RECORD DRAWINGS These Record Drawings hOYe been prepared bosed on information aut:,,nitted, in port, by others. MIiie this Information Is believed to be reliable,. City of Newport Beach la not responsllle for Its accuracy, nor for errors or omissions which may have been Incorporated Into these pl<11s as a result REVIEWED STRIPING PLAN C-4520 VIA VENEZIA TO ZURICH CIRCLE APPROVED No. 45521 Exp.12-31-12 ANTHONY BRINE RCE 45521 TRAFFIC ENGINEER LIDO ISLE STREET REHABILITATION DATE PHASE Ill DESIGNED PA DRAWN t.1GRACIA CITY OF NEWPORT BEACH R-5997-S lccc,~~-+-----1 CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 17 (I' 17 AB 14 JAN 2011