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HomeMy WebLinkAboutR_5478_SGJt.-..l'ttl( SCAtf IN Mllf.S SYMBOL LEGEND -0- 0 "Cf □ -@- E- b. ..a...tiJ'"..L:t.·b I,•,. . ,, I POWER POLE MANHOLE FIRE HYDRANT METER SOX VALVE POii/ER POLE ANCKOR MONUMENT FENCE BLOCK WALL TREE SHRUBBERY ASPHALT PAVEMENT BRICK WALK L""'~"':..J CONCRETE ~ j <.<,, .. «."-'-"& BU IL DING EXISTING CONSTRUCTION NEW CONSTRUCTION ---,/.-CENTERLINE -··-5-SEWER LINE -----w-WATER LINE ----G-GAS LINE --£-POWER LI NE -7J!L-TELEPHONE LINE -rv-CABLEVISION LINE -SP-SPRINKLER SYSTEM ;::{ STREET LIGHT EMERGENCY TELEPHONE AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY c !TY OF NEWPORT BEACH (SEWER & WATER) COUNTY SANITATION DISTRICTS IR\/INE RANCH WATER DISTRICT COMMUNITY CABLEVISION (I 2.) (4) G) (7 S) (9) 10) ( 11 12.) (IS 17) (18) 19 20) (31) (il2l 41) (42) 43 NUMBERS NUMBER l-600•42.2.-4133 835-3833 1-800-42.2-4133 640·2221 962-2411 EXT241 633-1223 644-4471 CONSTRUCT~ON ON JAMBOREE ROAD FROM STA. 150+ 00.00 TO EASTBLUFF DRIVE (STREET» STORM DRAIN, WATER, STREET LIGHT9 STRIPING AND TRAFFIC SIGNAL RELOCATION PLAN) F~ME. (' COVER a1<00KS PR:oouc::rs 01t,JO. 4 TT MARKED CONSTRUCT!OIN! NOTES $ QUAl\a1T1V ESTIMATE ITEMS TO BE. CONSTRUCTED OR INSTALLED STREET CONST. G," A.c.. OVER 12."A.B. W/Sc-2.<;o PR!ME.COA, CONST. P.c.c. CURB$ GUTTER PER Cl'TY OF NEWPORT SEAC\.\ STD. Pl.AN 182-L. (TYPE 'A"-S'C.F.} CONST. WHEELCI-IAIR RAMP PER. DETAll... 1-lERE ON COI\IST. P.c.c. SIDEWAL.K PER. CITY OF' NEWFbR, BEAC!-1 STD. PLAN 180-L CONST. CONCRETE CURB OJ..ILY, G"c.F .. TYPE B. PER CIT'I' OF NEWPOITT BEACI-I STD.PLAN 162-L. SAWCUT ANO REMOVE EX!S"flNG A.C. PAVEMENT. PROTECT IN PLACE. REMOVE EXISTING 4' A.C. DRAINAGE DITCH. ADJUST TO GRADE. .. (TRAFFIC SIGNAi.. PULL BOXES) TO 6E RELOCA,E.D. ( EXIS,. FIRE l-l'fDAA!.!i) REL.OCA,E EXIST. ,RAFFIC. SIGl-lAL OR APPUR'TE.N.ANCES ANO SIGN./SEE 51.\E.Ei 4) TO BE. RE.MOVED. (2. REFLECTORS t I SIGN) REMOVE EXIS'TING GUARD RAIL. PROTECT EXIST. SETTLEMENT MONUMEI-IT ANO REMOVE EXIST, v.c,P. TO G"l:IEI.OW l"INISHED SUR:FACE. OF 5101:.WALK AHO INS-TALL COVER PER OE'TAIL. ON SHI. i. CONS,. 4'WIDE A.C. DITCH TO MAiC.1-1 EXISTING SAWCUT At.ID RE.MOVE. EXISTING P.C.C. ME\::llAW CURB ¢.A.C./A.6. PER DETAIi.. SI-Ii. 2.. CONST. ,:;;· c. L. FENCE W/e4,'00UBI.E SWING GATE PER. DE.TAI LS ON s<-rr. '"-10.::,. CONST. BARRICAOE PERCliY OF NEWPORT BEACH STO. PLAN 900·L. CONST. TEMP . .$'.A.C. OVER NATIVE. REMOVE EXISi. 3'x ',' BOX INI..E.1. NOTE: FOR STRE.E.1 LIGHT QUANTl"TIES SEE SHE.E1S ', $ G STORM ORAtN CONS"T. CATCH BASIN TYPE OL PER. CITY OF NEWPORT BEACH STD. P!..AN NO.:lOG·L (L0 2.t') CONST. I.OCAL. DEPRESSION PER CIT'< OF NEWPORT BE.AC\-\ STO. PL.AN NO. 304• L. CONST. CONC. COLLA.R PER CITY OF ME.WPOR.T BE.ACI-I STO. PLAN NO. ':>IS-L WATER RE.MOVE. E.1'.IST. PLUG INSTALL leo'' X.\'2' REDUCE-R INS"fALL l'2."D.I.P. WAT!':RUNE (CLASS 200} Wl'l"H 8,MIL PoLYSTHYLENE WRAP INSTAL.L PL.UG BACKFILL WITH SAND WHERE. STORM DRA!fs.J CROSSE.'5 \G," WATER MAIN /NST.4LL Ii?" BtlTTERF/.Y //AL VE NAME Ut-lDERGROUNO SE.RI/ICE ALE.RT Cl-!E"T WRIGHT UNDERGROUND SE.R\/iCE ALE.RT PAUL MALKEl\'IUS BENCHMARK o.c.s. SN-44·70 IN Tl4E SOUTHEAST PAR"T OF THE IITTEl<SECTION OF .JAMBOREE ROAO,ANO CAMELBACK STREET, ")") FEET SOUTHWEST OF THE CENoER- LINE Ol'THE STREE.T, ':i,7 FEET SOUTHEAST OF THE CENTER OF TME MEDIAN OF"THE ROAD• 3.7 FEET NORTl-lWEST OF Tl-IE CURB RETURN ANO 3.S FEET SOUTHEAST OF' 'THE FACE. OF TOTAL 18,6"10 G90 2. 0-ZOD '>5 7G90 '5280 2 I <;; :a I '5'0 4 408 140 120 40 1400 I I I I I 31;; I 20 I 0 S.F. L.F. EA. S.F. L.F. S.F. 5.F. EA. EA EA. EA. L.F. EA S.F. I..F. L.F. L.F. S.I'. EA. EA E.A. EA. E,A. L.F. EA. I...F 1:A. PSOMAS& ASSOCIATES " IMONUME.NTH J SETTLEMENT MONUMENT COVER DETAIL INDEX MAP NO SCALE NO SCALE SHT. Z {IMFNT,PLAN} si..n 3 {SIGNING<-STR.IP!NG PL.AN) Sl·ff5tii;, (S'T\:.!Et;.T L.!GHTUJG PLAN) ' <:: PLAN ff: :J 1B 0 ,:r re.ACK OF WALK _ .---ro? OF CURB ~-5 ====;;,;,-"'cuRa FACE LY2" MAX,....F.L. PROFILE ®1--...:..W:..:..H.:.::E=-=E=-=L=-C.::::.H.:..::.:....;A~I R...:.......:R:....;;.;_A;..;..M;..;;..;;_P_D:::;..;;;;;E......;T~A_I_L_ NO SCALE CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS 150 A PAULARINO AVE. COSTA MESA. CA 92626 PHONE 7,,1 ° 751-7373 GENERAL NOTES ):. , ALL WC)RK DET/J..l LED C>l Tl·t[SC PLANS TO B:: PERFOR/'',ED UNJ:ER CciNTRACl SH/'.ILL~ EXCEPT AS QT;..JER\.'J!Sl:: Sl..6.TC:D U'1 THE CITY'S S7ANDARD SPLCI/IL PROVISIONS,. OR IN 'HIS CO\JTRACT I S SPECIAL PR.OVl S JONS, BE CO'~STRLJCTED 1 f'.! J'.i.CCORDANC[ YJITH Tr"'.: 11 STANDARD SPECIFTCATIO~!S_ f=CR PUBLIC \s/ORKS C:ONS7:-.z;JCTION, 1979 =:JiTION° N<J sJ;::-Pu:,V\EhlTS. 2. 5. G. 8. 9. 10. 13. 1·5. S1 ATI()NING RCFERS TO CENTERLINE OF ST'?.EET. rx T ST ING lJNfJERG~ou\JD UT IL IT I [S P.R2 S:10\✓N AS rER A\/Al L.A.BLE RECO~CS. SH!1.LL Kr Rf-:SPONS! au-: FOR VERirYING T:l[ ACTUAL LOCAT10t\J AND ELEV.b.._-;"'lQ\i PR!8R TO l:H:'.Gll\<NlNG CONSTRUCTION CF TrlF NEW FACT'._1TI[S. CURB DATA REFERS TO FACE OF CUR3. THE CONTRACTO< IN THE FIELD All -EXrOSED CO!'iCRE7E SURFACES Sl-<.4LL COHFORJv'· lh CR/-\Ut'.1 COLOR AJ\J.D FiNTSH TO ALL .4DJOiNING CU~3S AND \4ALK5. /\LL UNOERGROUN::: WORK 51-~U~ GE CCMPLETE PRJOR. TC Pi\VT-.JG OF STRt::1::·: S /'J-JD DRIVEW/\YS. PAl/tMENl Sf::CT:'.O\!S SHCMM /iRF tv'.Tl'~~i'"1lltv\ A"\lD SUGJCCT 70 REVISION AND .APPROVAL OF H~t CITY AS Rf:(J_..,'\R~:J DY SOIL TESTS 7/\Kft..J AFTER COM?L[Tlm-l OF ROUGH GRADIMG. STDRM DRAIN LlNE DISTANCE'S SHO'~N iN PROflLE ANQ m THE ESTIM•.TE~ QUAHTIT!ES ARe HORIZONTAL. DISTANCES. ST.AT';ONS Sl·iC'AN T'-[US ( 0+00) /I.RE STO'<.,"", DRAIN STATIO\JS !~D ,.'\R.~ !NDEPEND[],ff or ,!':,,'.__[_ OTrlER ST/\T:ONS. fHC CONTR/\CTOR SH/1,U hlOTH"Y Tf"'.'.::: PUBLIC \r!ORKS 1NSP'.:CTOR 0~ lH::: cnY OF NE\IJPORT BEACH, /1,l S1t0-2121 1\PTER P!./\CFJvF':NT OF f=OR/'I.S fa.NJ PRIOR TO P1._.4CINS-A.NY CONCRETE PO~ CURB i GUTTE:-Z SO THAT THF. r'ORM LDC!\T18N CAh SE CHECKED TO ,6,SSJRE ITS COMPP.T13lLlTY \•H TH EX I ST 1 N,:; CONSTRUCT l ON. ALL STORM D'.<:.AJN SHALL BE BEDD:":D PER CITY OF ~E'.\lPORT REACI--' SiJ. 316-L. TH[·CO~ffRACTO'<S SHALL REQUEST :r~SPECTION ~ROM PU~UC 'v'!ORKS 48 H'.)URS IN ADVANC::: OF PFR"ORM'N~ ANY \-KlRK. ([,40-2121) All P.C.C. N-D f.\.C. Rf::fv'flVA.'._S 5'1ALL BE OUT:..lNCD TO NECESSARY ',>JORt~lHG Ll/\';lTS ND s,"/CUI lC ,\ M!Cs!MUM DFPTr OF 2 l'sCllES PR]OR TO THE RE1°0VAL. ALL DEBRIS CREA,cll BY THE REMOVAL OPERATIONS SH,~I 1 BECOME THE PROPERTY OF THE COMTR.ACTOR AND 541\LL BE DIS?OSED OF AWAY FROM Tr-<E: ,3J5 SlTE rN /\ /v\/'...:"l\!F.:R AT A. LOCATION ACCEPTAB'._'.:: TO ALL COG~~ i ZN-IT AG ENC I ES. TR.AFF1C CO\JTROL DURING CCt<S":KUCTION .ALONG JA'18:JR!:E ROf<D SHi\U BF !t->l ACCCRDA\!C[ \·JITr---; Ti-I'.: WORK APE.A TRAFFIC CONTROL ~ANDBOOt<, 1980 EDlT!ON. THE w'I\LLS AND f/,CES o:..: f,LI EX.C/W/\TIONS G?.EATER THAN (5) FEET IN DEPTh Sh/;LL eE EFFEC~lVELY GUARDED SY .b, S'iDR.1:\l'.; SY5TFJ0.; SLOP!NG OF T~E GROUJ\lD, OR_ OTH'::R EQUlVAU'.:hl hEANS. TREMCHES OR EXCAV.4i JONS LESS TH/IN FIVE (5) FEE~ IN DEPTH SHI','.'. ALSJ BE GU,tl,RC:::D \s/HE:M EXJ-,Jvj} t\A Tl O'.'~ I '~DI CATES THAT HAL t'.:..RfX)US GROUND ;•,ovE/'I.ENT /v"il..Y B5: EXPECTED. TH[ CONTRACTOR($) SHt>.LL 087AiH A PERV.IT TO PERf1JR/v'. f.XUW/\TlON OR TR(:NCH ·\</ORK AS DESCRIBED 1H NO. lS A50VE FROM GAL/CS1--l\, ALL DUCTILE IRON PIPE SHALL. 1--lAVE AN 8MIL LOOSE POLYETHYLENE. ENCt,SE.MENr AS PSR, SEC.T10N 207-9,&.2 OF THE STAI.JJ:;.!iR.D SPEClf"ICATIONS. THRUST BLOCK'S 51-lAL.L BE. [!<JSTALLEP O}..I ALL 1/JAT'E.R Ml.:..ii..JS /r-J ACC.OR.PANCE:. wrrH CITY OF !JE\<.!l'bPT E,Ec.Cl-1 STD 510-L. 19. WATER MAINS 'BWALL HAVE A MIN!t-1 Utvl OF 50" OF COVER FR.0\v1 Sl.JBGPAPE'- SHEET ~~oe:x !.-TITLE. SHEET 2.-STRE.E.,, STORM ORAll<.l 4 WAiE.R PLAN 'i'-PROFILE. S.-SIGNING ANO STRIPING PLAN 4.-TRAl=FIC. SIGN.AL MODlrlCA,ION Pl.:AN ';;.-G.-STRE.E.1 LIGI-ITlNG PL.AN 7. -TRAFFIC COI-Jn:>.OL.. PL.Ar-.! GROOVING DETAIL NO SCALE NOTES, I. WHEN RAMP IS LOCATED 11'1 CE.WIER OF CURB RE.TURN,CR0$$WALK CONf:IG- IJRAT!ON MUST B"G. S\MILAR "TO 'THAT S1-lOWN ONT\.lE. PLAN iO ACCOMMO'DA.'TE WHEE.L.CI-IAIR5. 2. WHEN RA.MP lS LOCA'T5.D IN Ct:NIER. en::: CURB Rt:TURW IT SHALL. BE GROOVED tN A 1-USR.R..tN.Geo·NE PA"T'Tt!RN WITI-I 1/.,{GR.oOVI::::$ APPROXfMA'TE.L.Y 1Yz"O.C..,SE.E GROOVING DETAIL. GROOVES SHOUL.O BE AL.\GNEC PARALLEL B' 48' ., e0· . ~ ·;,~ <t>, :..;: .... TO CROSSWALK !:iTRlPES 'TO DIRECT 61...INO PEDESTRIAN'S INTO APPROPRIATE CROSSWALK¥ ?,. SIDEWALK AND RAMP'1141CKNE;S$,~T", SHALi... 6E 4-". TYPICAL SECTION JAMSO~EE ~OAD NC SCALE IE. 4 2 APPROVED 0,..0Jzc~wi CITY ENGINEER R.E. N0.16791 DATE 3-19-82- TITLE SHEET CONSTRUCTION NOTES, QUANT!TI ES GENERAL NOTES S TYPICAL SECTIONS . JIM ELLIS ROBERT MCGREW DICK WOOO THE cu12e, SE, IN THE TOP OF THE I\IORT>leAST COl<NER OF A =>"-S FOOT CONCF>ETE CATCH BASIN, A60U"f O.<S OF A FOOT LOWER THAN THE GUTTER. PRE.PARED 1,-oA_T_E .La_Y....J. _____ oE_s_cR_1P_T_rn_N ____ _L_AP_P'_o.-l-;:;DE~l:';:;1~~~E';;'.~""---t;:DR,.;'11';:'~=R=.s=·-1 CITY OF NEWPORT BEACH R-.5478-S CHI;:;~~-Dti: IB-SI PUBLIC WORKS DEPARTMENT SHEET 6 Of 7 REVISIONS PROP. A,C. DITCl4 148 ---....,-------·--+---- _----t··- 149 CONSTRUCTION NOTES 150 15/ ~CONST. G','A.C OVER. l'2"A.e.. w/sc-z<;o PRIME.COAT. ~-C.ON$T. P.c.c. CURE>$ GUTTER. PER Cl"N OF NE\'IJPOR.T BEACH STD.PLAN 182·!..(TYP::tA"•a"c.i::) ~com;;, W14SEI..CHAIR RAMP PER"CAl..·Tl<ANS" STD. PLA!--1 Ne-e..1 (CASE A )-SEE POAILS ON Sl4T. I. @)-CONST. P.C.C. SIDE:WALK PER CIT-V OF NEWPORT BEACH STD. PLAN ISO-L. ~CONST CONC. CURE> ONLY, G"'C.F.,TYPE. B, PER C.l"T'f OF NEWPORT BEACH STD-PLA!-l 182-L. ~5AWCUT AND RE.MOVE EXISTING A.C. PAVEME.N"T. ~PROTECT IN PLACE. @-REMOVE EXIS"TING 4' A.C. DRAINAGE. DITCI-I. 0-§--ADJUST TO GRADE. (TRAFFIC SIGNAL PUI..I.. BOXES) @-To 65. R.ELOCATED.(EXIS"T. FIRE 1--l"'<DRAN"T) ~RELOCATE EXIS,. "TRAFFIC SIGNAL OR APPUl""TENANCES { SEE SHE.E."T 4) 6-TO BE RE.MOVED. ( 2. REFLEC"TORS ¢ SIGN) OJ ' ~ ~ -.. ~.-,)" ~ ' ' \{\~OJ~~~ % ~ (K~~ -~~ ~\ti)~ ~ vs rt tll :;;: 3 lu s!} ~ ,-: " s Ill 152 153 154 155 CONSTRUCTION NOTES (CONT.) @-=-RE.MOVE. EXISTING GUARD !<AIL. r;;;-, PROTECT EXIS"T. SETTLEMENT MONUMENT AND REMOVE E)"(IST. v.c.P. TO G"E>ELOW ~FlfllSMED SU"1t'ACE OF SIDEWALK ,\NO INSTALL COYER PER DETAIL ON S!-11". I ~CONST. 4'WIOE. A.C.. Dl"TCI-\ TO Ml>.TCH EXISTING. PER. DETAILONSHT.2. ®-SAWCUT AND REMOVE EXISTING P.C.C. MEDIAN CURS ANO A.C./ A.El. PER DETAIL THIS SI-IT. ~CONS'T, G' C.L. FE!--ICE. W/2.4'DOUEILE SWING GATE PE.R DE.TAILS. ON SI-fr, NO.::,, ~-CONST. BARRICADE PE.R. CITY OF NEWPORT BEACH STD. PLAN 900-L. ~C.01-!ST. "TEMP. ;," A.C. OVER NATIVE ~REMOVE EXIST. 3',.. i;· BOX INLE,. 12."G ' ~ ' "" '- 15-1 ' ~ ' 0 * '-ll "' ~ ,\ z \ ;, I I I / I I I i i ' I I ' r_ 1c:tw tG"w ~ ;:, !t " 0: Ul \ 4 <.i "' \j ~ 3' '"' ~ h" ~~ d d) Q 4, ~ "' • Ii; <.i :z ~ {~ ~~ 0 UJ ~ x -<I' ,f § ~ 0 tr-" d) 0 /U N It: > <9 \ "' FUT. C.(.G. ' ;i Ill 'I; ;I; N .-oi l9 I'" :); 8 "' + • ~;;! ,r. ,, NO SCALE JAMSOREt ROAD VARIES VARIES -2':...12" ~---"--~ _f!,L. e,:.:ev. pE,'4 l?i....At-4. ::f'At;:-. TRANSITION DETAIL BETWEEN STA. l',0+50 TO 1'?0+80 NO SCALE 14 CONSTRUCTION NOTES (CONT.) ~CONST. CONC.COLLAR PER CITI OF NEWPORT BEACH STD. PLAN t.J:O, 3!3-L. @-REMOVE EXIST. PLUG. @¥-1NSTALL IG"XIZ" REDUCER. ROAD @ @-INSTALL 1'2" 0.1. I='. WA\.E.RLINE.. INSTALL BLIND FLAWGE @-BACK PILL W IT!-1 SAl'JD WI-IERE. STORM DRAIN CROSS8'S le,," WATER.MAl1'.l ~ IN•cifAt..[... 1-z'" &/\TE. VAL.VJ':, 'le :::: ~ ~ "'(:; 7 14 I Q fl-PSOMAS & _ ~/] ASSOCIATES • ~ N N + " + "' 3' 0 !!' -~ ll' ,, "'- 20 CIVIL ENGINEERS. lANU PLANNERS L/J\ID SURVEYORS PREPARED UNDER THE SUPERVISION OF 5✓~Ccn:.~ C,....... JOHN E. STEVENSON R.C E. 22446 /5@ I,¥ " "' ~ " ~ " ~ 1 ti, ~~ ~~ ,, ); \U '-( '<i Ct;~ ~~ I/ ~ ~ ""~ ,. t "'"' ' \\i • Ir~ :i( I\)~ ,, 14 @ q 150 A rAUJ'-;.1!',1() AVE COS1J:l. MESA., CA 92626 PHONE 114 c 151.7373 12-ie-er DATE 1i/i•r ---- DATE BY /57 \ =:1 cl:c: - ----L-CCC . . ..... , , .... , ---, ... ---·---i ---' --··-' - -• ---+-----,---- -· • t ,-----t --• 1-~ ---<,-~-~---r------t -~---:::::::.::._ --. ---~------,, _.:::;: ----; --~ 158 ----+-- -----·-r -1 -c -------·----➔---- --,-cc : -~: __ --I --------l--.-- ~ -- :--·1 ~==j~ =:j -- :::: --__ -:c-r- -+ --- 159 CURVE D"'1TA Ll R L 48.GZ !li:21' -+ ------------------' -' --. T ·--------------------~------- IP~OFil.F-~!..SS :0 cc HORIZ. 1""'20' VERT. !"= 4' .. --·--------------- PROF/L.£ 6CAL.£'3 HOR/Z: /"=40' VERT: /" "B' /BO ,. OR THIC!< LJFT ) ALT: {/2'4.C) 2' ,...._ __ __, SAWCOT,$ REMOVE lcl05T. A.C./A.B. TO 'THIS LU..!E SAWCUT t REMOVE EXIST. A.C. DETAIL. NO SCALE MEDI AP DE.TA! L-::-:-~----------------.....::::::::::::::::=:::==f;__;;;'--'--'-'-'---'---l?G+")',.32. ~ INT. JAMBOREE ROAD ¢. NORl"H laASl"BLUFF DRIVE II VARIES ( 4 1''iHICk. j 4'A.C.. D\TCM EASTBLUFF DRIVE NO 5CAL..E DESCRIPTION REVISIONS APPROVED CITY ENGINEER. R.E. NO IG"1'71 DAT 3 • (I}-'82- DESIGNED APP'D. A.R.. S. CHECKED J. 5, DRAWN A.R.S. DATE 12-18-81 PLAN AND PROFILE STREE.1", STORM DRAIN~ WA'TER IMP\ITS. .JAMBOREE ROAD S"TA. 149+60.00 TO STA. l';ii -,.~9. 24 CITY OF tJEt'JPORT BEACH ~-5478-S PUBLIC WORKS DEPARTMENT SHEET 2 OF U i> 0 0 (II 0 v'I v ~ j J . .v. -- • 1-1A• t bf0t1t (lyp.l-· -::.;,--·- • l.'4~11 ?.A" lil\6<l11'1 • bor On;i.}----._.-:,. ' « v-;... RIGHT-OF-WAY [li:"VATIQN AT END OR COfmEB /' · >¥,:' ::-",.,.-✓.1,;,;; Ir ·,·,•, 0k :;,,:.;,.--'""'"'""'="--·, ·., -~o~ic •• , __ :·z->;.;1: --..r-; ....... .-.-.,. ""'""" .... ......... --- .,~ 1· '· (;,-~ !ltlll '';' l; ~ ' -...:vo~ ft'•ut ~1<116 GUSSET NO DC,%,£ l . .I -RIGHT~OF-Wt..Y ELEV~T!9N AT SLOPE Q.£L LINE CHA".!GE EXIST A.C. 01'/'CH ..,., @-CI-IAIN LIN!( FENCE DETAIL TYPIChL OOUSLE r:RAME GATE D£TAtL JAMBOREE 1 L :ZS 6"W(SOUD) CJ!AIN LINK FENCING NOTES l* All materials and fittings shall be new, and all ferro~s materials shnll be galvanized. Posts shall be fitted with top which fits ~ecurcly over the• posts and may carry a top rail where specified. 2~ The fabric shall .be 9-gage for all fence. All chain link fabric shall be woven into approximately 2-inch (50.8mm) mesh and galvanized after fabrication~ 3. The fol~.owing sizes (inside diameter) and weights of pipe shall be used: 4. Item _ _§2~~-Wt./Ft. 72n Wt./Ft. End, Corner and Slope Posts Line Posts Top Rail and Comp. Braces 2" 3.65 2.72 2.27 Gate Posts Diameter '4, Gate and all Latch Posts Over 6 t under 13° Over 13 1 under 18 1 Over 1811 Frame for Cates Stiffeners for Gates Post lengths shall be as follows: 2" 3½" 6" 8" Location Lint> Posts Corner, End, Pull Posts. 4' Gilte and Latch Posts Gate Posts: ~-·· ... _ ·--- R/W Channel or HE:.adwall with top r~dl R/W Channel or ileadwall R/W 2" 11,:n \It. /Ft. 3.(5 9. ·.1 18.~7 24.10 2.72 2,27 60" 7 1-3" 6 1-3" 71 -911 6 1-9" 8 1 -3" /211 31_90 71-311 81 -9" 71-9° 9'-311 5. 79 3.65 2.27 S. Ground shall be grad,-f before fence construction begins. Localized gr011nd depressions remaining that arP ~ore than 3 inches deep sh&ll be eliminated by propt;rly placing com?acted fill nr, if 3pproved :ly the Engineer, may be neutralized by ;;lacing_ additional fobric and posts. O. Concrete shall conform to Standard Sped fic;;t ion 201-1 and shall be crowned for one "nch .1bove gronnd. REMOVE 4"W (SOUDJ 4"W ~•1-=------------··------------1----1-----··-----+----------➔-,,,._-•• Ci) '----... ,.. ____ 85' -----;---- INSTALL GUIDE 1'.1Afrl(E'R P£RC!TYOF NEl'IPORT BEACH STANDARD PLAN Sll)-90/-l. ~ "' <::, ~ <::i " • I;) c.; .. -., ~ c.i ;:i ~ "' Q) 80' 4" W a· w 12·w DY 01\JLY (JS, R73 6"w LEGEND 4-INCH WHITE OASHEJ) STRIPE' B -/NCH WHITE SOLID STRIPE 12 -!NCH V'IH!TE SOLID ST.RIPE DOUBLE YELLOW STRIP£ WHITE SYMBOLS SIGN TO 8£ !NSTALLEO 6-fNCH WHIT£ SOLIO STRIP£ RfB(RI) R28(SJ PREPARED BY: DESIGN ENGINE?- 7. Lightwel.3ht r::etal inserts shall be sheet metal tube with I.D. 3/4" greater than post O.D. Crout posts with neat g_rout of one part cement to two parts water or, if approved by the Engineer, with sulphur. 8. Place pul t post:,;; at 300' intervals and at abrupt changes in grade. Plac:e corner posts at changes in line wht>r"' d0flection angle is more th;rn 5 degrees. 9. Brace corner and pull posts in two directions and end posts in one direction. 10. End fabric with tension bar (l/4° x 3/4". min.) of correct length. Attach b~r to posts with stretc:lrnr hands (l/8" x 3/4" min.) at 12" O.C. 11. Attach chain link fabric to top and bottN' 7 gag.z tension wires with 12 g.:.'lgl'! hoe rings at 18" O.C. Attach chain llnk fabric to po::ns with 9 gage wire ties at 12. 13. 14. 15. 12" O.C. and to braces with 9 gage wire ties at 18" O.C. The fencing on bridges, ,i:w:ldt:alls and win~\-:;t1ts shJll be installt.~d in such a marn1er t!wt there ::ne n;-, ope:1ings or gap» which in the opinion of the Eng.inecr could be hn,:ardous, Unless otherwise f1ract~J, confitrt1ct fc111·~ ~itl1 fahrlc 0.2' inside R/W lin0. At R/l,' rnonu,"T''2:1t~, straddle r:mnum~·nt with rl•sts S<..'t 2.5' away frum r.1unu:,·c•,1t. See Standard Pla11 ll7 for location restrictions at intersections. Gates; Singl!:' P-atH.•l Double Panel Tri.ple Panel to 8'-11" 9'-011 to 16'-0" 161-111 to 21'-on EASTBLUFF ORI \ Footing 16" dia. 18" dia. 1811 dia. l"f'EI//JS ro BE' CO,?JSTFilJt:7£0 OR INSTALLED 6'~WH!T£ SOLID STRIPE' 4"WHITE DASH£[) STRIP£ 8" WHITE SOLID STRIPE 12• WHITE .SOLID STRIPE WHIT£ LEFT Tl/RN ARROW WHITE RIGHT Tf!RN ARROW R28(S) SIGN R26 SIGN . RIB(Rt} N-1 Rl:FLECTOR W.56 SIGN GI.I/OE MARKER ITEf.?S TO DE REMOVEO 4• WHITE SOLID STRIPE DOUBLE YELLOW STRIPE (;flllY. U.:'.J!IS 17:S L.F. 889 LF 435 LF. 67'2 LF. 2 l:ll 2 EA. 3 EA. 2 EA. I EA. I EA .. f EA. I EA. l'JNTY. UNITS 908 L.F. 274 £A. EXIST. STRIPING '::: EXIST. 4•w=~ ;,. ---------; - RCE 16828 DATE !Z' \ \ \\ \\ ROAD --e• ~ £XIST.8"W '"( ..... ~ ~EXIST. 4"17 REMOVE EXIST. OY --=<'.;"=:== c::::::::=:< :;:::::----..., WALL PAvifiENT MARKINGS .,.,.--7 Extsr. 4•w------ A DQ--------====•=y-====l RZ'J 390' EXIS'T. 4"1'1 I--"'--C.'JOIN EXIST. NOTES: I. STRIPING AND PAVEMENT SYMBOLS SHALL BE REFLECTORl2ED, PAINTED lv'.ARKINGS AND SHALL CONFORM TO THE STATE OF CALIFORNIA DEPT. TRANSPORTATION {CAL TRANS) TRAFFIC MANI.J!Jl, STANDARD SPECIF'!CATIONS ANO STANDARD PLANS. 2. All SIGNS SHALL BE REFLECTOR/ZED ANO.SHALL CONFORM TO CALTRANS STA/I/OARD SPECIFICATIONS. !NSTALLAT/0/11 SHALL CONFORM TO CALTRANS STANDARD PLANS ANO TRAFFIC MANllAL. 3. CONFLICTING EXIS'l"ING PAVEMENT MARKINGS SHALL BE RE/l10VEO BY SANO BLASTING. CONFLICTING RAISl:O PAVEMENT MARKERS SHALL Al.SD 8£ REMOVEO. 4. NEW STRlPING SHALL NOT BE PLACEO UNTIL SPOTTED AND SPOTTING APPROVED BY CITY TRAFFIC ENGINEER 5. INSTALL TYPE' N-1 REFLECTOR ANO W56 SIGN OIi! CHAIN LIN!( FENCE INTERIM PLAN SIGNING AND''STRIPING PLAN AT 'iZ'J(fA J m ,ldtumk---11-----t--+--------------,---11 iilJiFftc ENGINEfR JAMBOREE ROAD R.E. NO. ,?204!5 DATE March 19 t98Z PATE DESCRIPTION WP AND EASTBLU.FF DR(N) CITY OF NB'lff-lia?l?T IBJIEP..'CH R-547$-s tl\flESTON PRINGLE AND ASSOCIATES CHECltEO DATE PUBLIC WOl'll<S DEPARTMENT SHEET 3. OF f ( \ ---..-• )• ~ ., • !l // CONDUCTOR CIRCUIT 01 --.--- 02 -3 3 3 3 04 3 3 3 3 3 05 . -3 3 3 3 06 ----- ;t...tl4 08 --. --3 02P -2 2 2 2 04P ----- 06P/08P -12 -12 -/2 •/2 2/2 02PPB I I I I I 04-PPB ----- 06PP8/08P?B -1-·/ I ·/I -/l I /I 02BPB ----- 04BPB ----- 06BPB' ---I I 12188 PB I I I I I PPB COMMON I I I I I ILLUM SIGNS -2 2 2 2 SPARES 3 3 3 3 3 TOTALS I I 22 • 22 23 29 SIGNAL COMMON I I I I I .f.10 LUMINAIRES -2 2 2 2 TOTALS I 3 3 3 3 1-01 --I I I '1-#18 1-06 ---I I LOOP 2-06, 3-06 ---2 2 DET. 1-08. 2-08{FU1.lrl 2 2 2 2 2 r•~• 3-08 I I I I I 1-02 ----- 2-©2 3-02 ----- 1-05 ----- 1-04 ----- 2-04 ----- TOTALS 3 3 4 7 7 TWISTED, SHIELDED INTERCONNECT CABLE ----- 6 PR# 19 CONDUIT SIZE 2" 21/2" 2112" 3' 3• (N) (NJ (N) (N) (Ill) {N) • NEW CONDUIT {El• EXISTING CONDUIT i'.": TO BE INSTALLED FOR FUTURE USE. INSTALL I l/2°C WITH PULL ROPE FOR ,FUTURE INTERC9NNECT CABLE TO 3 3 3 3 3 3 ------ 2 2 2 2 -1--;- I I I I -1--/- I I ------ I I 2 2 3 3 22 22 I I 2 2 3 3 ---------- -I -I ---- ----2. -I Iii<!" 2" (El (E) TABLE 3 3 3 6 3 6 -3 -3 -3 2 4 2 2 -1-2/2 I 2 I I -/-I/ I I I -I -I -I I 2 - 2 ·4 3 6 22 55 I 2 2 4 3 6 -I -I -2 -2 -I I I ·2 2 I I -I -I 4 13 I I 2"(E/ 2"(N ~ ~ 4'µoo::..m.-~~,sL===- o.l <;,.\ ~I ~ \ ~ I ' I Iv \ ' END OF SIDEWALK CONSTRUCTION 240'±. INSTI!.LL 1\10 3 1/2 PB AT END OF-RUN: _-..::-....d----·=1 -~------ •• ~EXIST. ll/2"C-INSTALL I DLC 8, 6 PR.-','19 r N!! Q) ® @ @ @ ,® r-o @ TWISTED, SHIELDED INTERCONNECT CABLE. POLE SCHEDULE TYPE HEIGHT 351-oa 1-A (El IO'-o' XVIIIA(E) 35'-9' 20' (E) 15' (El 35t -0" 50' (N) 15' . (N) 250WHPS(Nl 18:stbluffDr.(R) 1-A(N) 10'-o' 3'-10• XVIIA(E) 35'-91'1 20' (El 15' (E) 250W HPS(N) Jdmbore<l R I-A (E) 10'-0" oBPB • PPB WITH SPECIAL BIKE CROSSING SIGN PER CITY STANDARD PLANS NO. ST0-913-L AND STD-914-L AND SPECIAL TIMING CIRCUIT-SEE SPECIAL PROVISIONS. PED. PUSH BTN. TYPE B (Rl " B(E) B (N) B (N) PHASE. QUAD. 04 06 08 02 08 s w s REMARKS REl.OCATEVEH. HEAD FROM I..OC. H. HEADS . HEAD ·( El • EXISTING. EQUIPMENT ( N) • NEW EQUIPMENT (R) .• RELOCATED EQUIPMENT RS N ' "' 'C; ,,, -- R 02 B@ 08 1561-93.24. I. 2. 3 ' GENERAL NOTES: ALL ELECTRICAL WORK AND EQUIPMENT SHALL CONFORM TO THIS PLAN, CALTRANS STANDARD PLANS, JANUARY,1981, STANDARD SPECIFICATIONS, JANUARY, 1981, AND THE SPECIAL PROVISIONS. INSTALL MULTISONICS 911 B SYSTEM CONTROLLER WITH COORDINATION TELEMETRY IN TYPE"P" CABINET WITH SPECIAL 18"HIGH BASE. INSTALL MOD. TYPE IT SERVICE PER CITY STANDARD PLAN #STD-910-L. (SEE SfECIAL PROVISIOJSJ INDUCTIVE LOOP DETECTORS SHALL BE 6'x6' WITH IO'SPACING IN DIRECTION OF TRAVEL UNLESS SHONN OTHERWISE. EXACT LOCATION BY ENGINEER IN 1-!ELD. 4. ALL CONDUIT SHALL BE 2" UNLESS SHOWN OTHERWISE. 5. INSTALL INTERNALLY ILLUMINATED STREET NAME SIGNS. (SEE SPECIAL PRO\/ISIONS AND POLE SCHEDULE). 6. ALL PULL BOXES SHALL BE N0.5 UNLESS SHONN OTHERWISE. 7. REWIRE ENTIRE INTERSECTION, - 4' D INDUCTIVE LOOP DETECTOR SCHEDULE SENSOR UNIT CHANNEL DETECTORS . I " I -02 #I 2 1-11)2 3 2-02 4 3-02 I 1-05 #2 2 " 1-06 3 1-06 4 2-11)6 I 3-06 .if3 2 I ·01 3 1-©4 4 2-04 . I l-08(FUT) J<4 2 2-08 {FUT) ,r 3 3-08 4 BLANK o SYSTEM SAMPLING-NO OUTPUT TO PHASE □ ALL SENSOR UNITS SHALL HAVE INTEGRAL CALL HOLD( 0 -7 3/4 SEC.) E. CALL DELAY (0-31 SEC.J CAPABILITIES PER CHANNEL AND SHALL BE RACK MOUNTED • CANOGA' BRAND 424T #4 TIES AT 6''oR #4 SPIRAL AT 6" PITCH WITH 1'-5" LAP AT SPLICE. FlNISHED SURFACES 2"CLEARANCE SECTION A-A --c 3 #4 TIES AT TOP AROUND SANCHOR BOLTS □ /,~. --'--"~wL~6·~--r--·-----'t-j W.-4--,y.J'.11":__ ___ _ .,_ -GROUP 3#4 SPIRALS AT fll::$') . .. TIES OR ,//-i'o.c. 1! 2.£:)NDUIT \ ,a@ \ \ \ \ \ ____...-<-3<-} rmr:;;0 '1 '"'"i-,..-, RR to@ -@),, i 6 XIG 0BP 11)2 I • INSTALL R73U ------- ·-----·- RCING FOR OTHER REINFO DETAILS SEE SECTI ON A-A PHASE-SEQUENCE-MODULE DlAGRAM. VEHICULAR€. PEDESTRIAN MOVEMENlS PER MODULE FUNCTION PHASE DESIGNATION NEMA PHASE OES!GNATION FUNCTION TYPE COORDINATED FUNCTION 'i" DETERMINED BY MASTER COrv:PUTER _) 05 5 s "" r 01 I s 'I< ------~ ----<::=> =--- 02 06 2 6 DP DP ..,. -'I', ,:r A POLE t.· t .. 'ii•· 04 4 SP 'Is SEQUENCE WITH CALLS ON ALL PHASES INTERIM PLAN THIS PLAN ACCURATE FOR SIGNALS €. LIGHTING ONLY APPROVED " ii 11 11 11 i!:, di \J 14'.MIN. A _[3"cu1. 31-611 ' t NO.4 FOOTING ,i 08 8 SP -'I< ,,.--------------------11---t--t------------1----1 1?ti£,avl /1) • TRAFFIC ENGIN R TRAFFIC SIGNAL MODIFICATION JAMBOREE ROAD 6. RE NO 22045 DATE Muvd, 19, 19B2. EASTBLUFP DRIVE (NORTH) APP'D DESIGNED DESCRIPTION WESTON PRINGLE AND ASSOCIATES REVISIONS CHECKED CITY OF NEWPORT BEACH R-5474-'5 FUauc WORKS O!::PAFITMENT SHEET 4 OF 7 ""------"""""""" ------- NEW STREET LIGHT FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. ADJACENT NUMERALS INDICATE STATION NUMBER. SEE DETAIL B/SHT. & . TRAFFJC LIGHT, FbL..e A..to 51~ L.IG\HT L.UN'llr-lAIRe (RIS'fell'< To TAAFFIC SISNAl. FLAN,;;) SOUTHERN CALIFORNIA EDISON COMPANY SERVICE POINT. VERIFY EIACT REQUIREMENTS PRIOR TO CONNECTION. SERVICE PEDESTAL. SEE DETAIL C/SHT. /o. PULLBOX !NSTAllED FLUSH l:llTH GRADE. SEE OETAll A/SHT. 0. --CONDUIT RUN BELOW GRADE. (j) [I] SERVICE PEDESTAL FEEDER DESIGNATION. SERVICE PEDESTAL BRANCH CIRCUIT DESIGNATION. "SA" INDICATES PEDESTAL DESIGNATION; "1" INDICATES MIRING RUN; "A' INDICATES BREAKER. STREET LIGHTING CONSTRUCTION NOT~ REFERENCE DESIGNATION. <\..I -. ~ .S!l ' -,,,,, ' ~ ~ #. 1 ' ' ,, / --= ' SPECIAL NOTE: MATERIALS LIST QUANTITY ITEM LOCATIONS Of EXISTING UTILITIES ARE NOT SHDWff'ANO CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN EXCAVATING AND TRENCHING ON THIS SITE TD AVOID EXISTING DUCTS. PIPING OR CONDUITS, ETC., AHO TO PREVENT HAZARD TO PERSONNEL ANO/OR DAMAGE TO EXISTING UNDERGROUND UTILITIES OR STRUCTURES WHETHER OR NOT SHOWN ANO INSTALLED BY ANY OTHER CONTRACTS. THE ENGINEER IS NOT RESPONSIBLE FOR THE LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES WHETHER OR NOT SHOWN ~ STREET LIGHT POLE AND LUM!NARE * 4 FLUSH GRADE PULLBOX ANO GROUND ROD* 1 SERVICE POINT HETER PEDESTAL * OR .DETAILED AND INSTALLED BY ANY OTHER CONTRACTS. THE' CONTRACTOR SHAl.l IHMEOIATELV NOTIFY THE ENG'R SHOULD SUCH UNIDENTIFIED CONDITIONS BE DIS- COVERED. THESE DRAWINGS ANO SECIFICAT!ONS 00 NOT INCLUDE NECESSARY COM- PONENTS FOR CONSTRUCTION SAFETY, APPROX. APPROX. IOOOL.F. NUMBER 8 80DL.F. SCHEDULE GENERAi NOTES, 1 ALL STATIONING IS BASED ON CENTER LINE OF ROAD. 2 CONDUIT LOCATION TO BE PER STD 101-l. 3 STREET LIGHT STANDARDS I LUMINARIES SHALL BE AS SHOWN ON DETAIL 'B" ON SHEET 3. 4 STREET LIGHT POWER TYPE SHALL BE MULTIPLE (PARALLEL) CITY OWNED CIRCUIT PER STD 204-l. 5 CONDUIT SHALL BE 1-1/4" NOMINAL DIAMETER P.V.C. CONDUCTORS SHALL BE NO. 8 AWG TYPE TW COPPER #8 AWG. 6 CONDUCTORS FROM PULLBOI AT BASE OF STANDARD TO THE LUMINAIRE SHALL BE NO. 8 AWG TYPE TW COPPER PER STD 204.L AND 205-L. 7 CONNECT A NO. 8 AWG COPPER WIRE FROM EACH LUM!NAIRE TO A GROUND ROD IN THE PULLBOX AT THE BASE OF EACH STANDARD PER STD 205-L. 8 SPLICES SHALL BE MADE IN PULLBOXES BY MEANS OF END-TO-END CRIMP TYPE CONNECTORS PER STD 204-L. 9 PULLBOXES SHALL BE NO. 3-1/2 BROOKS PRODUCTS OR EQUAL, PER STD 205-L. 10 INSTALL A PAIR OF IN-LINE FUSES IN THE BASE OF POLE PER STD 205-L. 11 CONDUIT ENDS SHALL BE SEALED PER STD 204-l. 12 ALL CONDUIT, WIRING, CRIMPS, FITTINGS, PULLBOXES, LUM!NAIRES, POLES, ETC, USED ON THIS PROJECT SHALL SE U.L. LISTED AND APPROVED FDR APPLICATION USED. 13 All ELECTRICAL NORK SHALL COMPLY WITH THE LATEST AMENDED EDITION OF THE NATIONAL ELECTRICAL CODE, ALL STATE ANO LOCAL CODES AND CITY STANDARDS. 14 CONTRACTOR'S BID S~ALL INCLUDE PAYMENT FOR ANY ANO ALL PERMlTS, ALL HORK, MATERIALS AND LABOR SHOW.N. 15 SUCCESSFUL BIDDING ELECTRICAL CONTRACTOR SAAll V!S!T THE JOB SITE AND BECOME FAMILIAR WIT~ EXISTING CONDITIONS, 16 THE WORO "PROVIDE' WHERE USED SHALL MEAN FURNISH, !NSTA[L I CONNECT, [§}6eF1.\IICE: fE'Di;;-€ifAL 's.AI'~ -~.- v.-~s::;,~.J F>ft'~ ~T Ot:UrF/ Clf"/}'."c -------------+--EX.Mt, * SEE DETAIL ON SHEET NO. et, STREET LIGHTING CONSTRCUT!Oli NOTES: [I] 0 [I] m III INTERCEPT S.C.E. CO SERVICE FEEDER WITH PULLBDX INDICATED. VERIFY EXACT REQUIREMENTS WITH S.C.E. CO. PROVIDE FLUSH GRADE PULLBDX PER DETAIL "A" /SHEET. NO, 7. AND CITY STANDARD 204-l A~D 205 -L. PROVIDE 2 #B (CU)-1 l/4"C. PROVIDE TYPE IV STREET LIGHT PER DETAIL "B" SHEET NO.& AND CITY STANDARD 203-L. PROVIDE SERVICE PEDESTAL PER DETAIL "C" SHEET N0.6, I ' . ' , """'' MOM ................ t iiii~ no.107-1.. . : -Frederick Brown Associates s---+--1---------------+-, c:--i/}o/, ;1~,, Consulting· Eng·1nee-. 6..d-f:1Jl lf.)Jj~ t,,, Ii:> CITY 1!.NQINIIIIIIA 3420 Irvine Avenue/Newport E!each, CA 92660 n,E. "°-l'-721 (714)546-9995 M , 3·t9-BZ. r;;,~ --, ..J. ..,,. ,-7 Cl M~"'NUl DRAWN • t R -~ -,,.-,.,.(I?..., = MT£ 11'1 DUCftll"OON -~=Vele> :~C,C,U:,6"-", REVISIONS I'<, 12-1s -e1 AWG INSULATED TYPE "TW" COPPER CONDUCTOR 40PVC. 1 1/4" DIAMETER CONDUIT SiREET LIGHTING FOR JAMBOREE ROAD STA.148+00.00 "TO STA. IS7+,9.24 CITY Of NEWPORT • BEACH R-5478-S PIJl!LIC WORKS DEPAR?MENT SHEET 5 C1i' 7 ' l i1 I I SERVICE PEDESTAL "SA" SCHEDULE TOTl\l LOAD: e.2 VOLTAGE: 240V-1~-3W FEEDER DESIGNATION: (j) FEEDER SIZE: 2 08-2"C. 0.. N -<( ~ DESIGNATION Cl. N ..... <t 0 N = "' FlJllJ~ FJTUF!s6 BRANCH CIRCUIT WIRING lllRE (CU) & CONDUIT 218-1 1 /4"C. 'li!'e•l 1/4 10. -2 ll'e-1 1 /4-11c. lOJID (JIHPERES) 3.2 '2, I I . I APPROX. LENGTH OF RUN { FEET) 4o' '2.cJC!' '2t:::C,' *VOLTAGE DROP CALCULATIONS BASED OU §oi POHER FACTOR. HIN§t:m LocKABLE o:::oR, T URIJ CNE.R. TWO ( 'l) SETS OF r<.E-Yc it> OWl'-J!SR-----\ \ I I I I VOLTAGE DROP (PERCENT)* .err . '.2'2 .1'2 wrt>J.. .4t PUMFCo MAR.Be.LITE. co 1-J CRJ:il.TS R:ll..E. OR AF'Pi<i:.OVEC eq>UAL------~ f'RDVID!::. e,ues A.l'5E:.T~ ~HE.B-AA oR !:::£?UAL, O::,VSR CR.IMPS WITH :. L.A'fERS OF :i::ee OR E4'1.JAL:--. ------. 11~ =iG ><. '1-8 A,B. f'R..oJ . 3 J1: 11 Asove. TOP OF FOUNOATJOIJ--- LIG]HT " i ' I ' ! ' i " f= If' ,0 ,_l 1-,, !;:i ,n ,Ill I ; ' I ' I ' ""--_,. ~h==:::::...- ,---Bi<ANCH CIRcUIT cowourrs. T!:'=.R.MI 1-JATE. 511 AeovE-GiRA.V!:!I..... METl:.R Pl::.O!:.STA.L DC::TA.l L PL1LL5oX. Frederick Brown Assoclatesi---t---+---------+---t Consulting Engineers 3420 Irvine Jlwtim/N«mport Beach, CA 92660 (714) 546-9995 DATE Ill' Da!Clllf'Tl(ffl REVISIONS Al'l"AOVEO <i)....,uJZ {,,J~l CtTV l!Wdil ... E.812. R.E. 110. • '""'' w.-~-/Q_f!,'1_ STl<-Et:ET L i'=JHTI IJGj FOR. J ~M E!:,OFI.E.I:. ~OAD e,fA. 1~+00.00 To 5TA, 1!;>7+-"'f"'I. 124, CITY OF NEWPORT BEACH R-S478-S Pll!lllC W'ORKS D!:1PMTMENT CH[!!f 12), C7 7 . ' / ]j ,, 11 ., H 11 II ., ,. jl I II II I . I [I ti [I EASTBLUFF ORI ~ JAMBOREE ------··-------------------·---------------------------------------·--- -L_ -4"W(SOL!D) I ---. ·--~- ·--~ l --I ~ .. 85' BO' I (_R2B(S) . <.'.> R28(5) ~ <l:, ~ ~ <..J ii' "' Iii <::, ~ ~ <::, "' ~ <:, "' " c::, ~ I>:) ~ <J (!) ~ .'! ~ ~ 12 "' \Q ~ IDENTICAL ... ~ C, ~ ~ ~ ~ "' ------------------------------------------- --1• -----------------------------------------------------------------l ----------------------------------------------------------------------------------i--- 1-------------------------------------- ' ,.---., HIGH LEVEL WARNING TYPE C 23~-------------r_r:_P_E_C_2~~i"-·-·_ /--------'i'------1'.1.------<L"-=====D-E_v~~C-E-P~~rl_TH_c_2_2_•7::::.· ----~o:._ _____ o ___ -__j , , 1--------------------------------------- 100' RCE 15628 [):.TE WESTON PR 1NGLE AND ASSOCIATES BIKE LANE EXIST. STRIPING ' ' ~ ' \ I\ \\ EJJSTBWFF DRIVE "' I 2E.SCR!PTIOl'I! /50 I ROAD --.. EXIST.B"W ~EX/5 T. 4• W -~z"_E-_XIST. 4"W I. All WORK SHALL CONFORM TO THEPROVISIONSOFTHEIWRKAREA TRAFFIC CONTROL HANDBOOK PUBLISHED BY BUILDING NEWS, INC. 2. LANE CLOSURE Si-fALl BE PERMITTED BETWEEN 9,00 AM AND 330 PM. TYPEC-23 CONSTRUCTION TRAFFIC CONTROL RAN APP'J