Loading...
HomeMy WebLinkAboutS_5171_S.. ' ' - ' j 0 ~ ..,. 5 ~ "' 4 "' "' ~ J i 2 1 ~ NO. VICINITY MAP BAKER Si S! 0 !§ ; .:_t;;.1.--ii'././-~AD~AM::!S___!;A:!!;VE·:__,,--f- 10 ORANGE COAST COLLEGE :Z: ~ ~ I i ::::) :. :::c LL. CITY OF COSTA MESA ~CTORIA ~ <( 19TH ST. l!, ., ~ -< X ,. w " ~ ORANGE CO. F AIRGRIXJNDS '3 co CITY OF IRVINE UNI VERS fl I e ~ N.T.S. U.C.I. CONSTRUCTION NOTES AND QUANTITES NO. SEWER DESCRIPTION MOIES CONSTRUCT a• V,C,P, REGULAR STRENGTH SEWER LINE PER DETAIL A" ON SHEET 2 ANO CITY OF N. 8. SPECIFICATIONS CONSTRUCT 48 SEWER MANHOLE PER CITY OF N.B. ST0-401-1. }-----1 REMOVE PLUG AND JOIN EXISTING V.C.P. INSTALL 8"x 12" V.C.P. ECCENTRIC INCREASER PLUG PVC FOR FUTURE CONNECTION SAWCUT, REMOVE AND DISPOSE OF EXISTING A.C. PAVING AS NEEDED CONSTRUCT A.C. PAVING & AGGREGATE BASE PER DETAIL A ON SHEET 4 REMOVE AND REPLACE SIDEWALK PER CITY OF N.8. STD-180-1. CONSTRUCT 8 PVC SDR 35 SEWER PER CITY OF N.B. SPECIFICATIONS INSTALL ONE I) 24" LENGTH OF 12 V.C.P. LINE EXIST. C.S.0.0.C. MANHOLE PER SECTION 33-4200 C.S.D.O.C. STD. SPECS. QUANTITY 74 1 1 1 2 114 114 80 J 1 I UNIT L. F. EA. EA. EA. EA. S. F. S. F. S. F. L. F. EA. EA. PUBLIC WORKS DEPARTMENT J---:~ INSTALL 8" PVC WATER LINE, SDR-14 CLASS 200 PER CITY OF INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF N.8. 1770 L.F. EA. ® INDICA lES AREA SHOWN ON LOCATION MAP SYMBOL LEGEND • 0 t.}, -x-x-x- ~VI~ ---Ii.--- ----s---- -----',/----- ---G--- -E-- -TEL- -.-TV- -SP-- :a: DATE POWER POLE MANHOLE FlRE HYDIWlT METER BOX VALVE POWER POLE ANCHOR MONUMENT FENCE BLOCKWALL TREE SHRUBBERY ASPHN..T PAVEMENT BRICKWALK CONCRETE BUILDING EXISTING CONSTRUCTION PROPERTY LINE NEW CONSTRUCTION CENTERLINE SEWER LINE WATER LINE GAS LINE POWER LINE TELEPHONE LINE CABLEVISION LINE SPRINKLER S!'STEM STREET LIGHT REVISIONS GENERAL NOTES 1. ALL WORK DETAILED ON lHESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL. EXCEPT AS OlHERWISE STATED IN lHE CllY'S STANDARD SPECIAL PROVISIONS, OR IN lHIS CONTRACT'S SPECIAL PROVISIONS, BE CONSTRUCTED IN ACCORDANCE WITH lHE "STANDARD SPECIFlCATIONS FOR PUBLIC WORKS CONSTRUCTION." 1994 EDITTON AND SUPPLEMENTS TO DATE. 2. EXISTING UNDERGROUND UTILIITTES ARE SHOWN AS PER AVAILABLE RECORDS. lHE CONTRACTOR SHAU. BE RESPONSIBLE FOR VERIFYING THE ACTUN.. LOCATION, AND ELEVATION IN llHE FlELD, PRIOR TO BEGINNING OF CONSTRUCTION. 3. STATIONING REFERS TO CENTERLINE OF STREET. 4. EXISTING UNDERGROUND UTLITIES ARE SHOWN AS PER AVAILABLE RECORDS. lHE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING lHE ACTUN.. LOCATION AND ELEVATION IN lHE FlELO PRIOR TO BEGINNING CONSTRUCTION OF lHE NEW FACILITIES. 5. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FlNISH TO N..L ADJOINING CURBS AND WALKS. 6. ALL UNDERGROUND WORK SHAU. BE COMPLETED PRIOR TO PAVING OF STREET AND DRIVEWAYS. 7. SEWER, WATER AND STORM DRAIN LINE DISTANCES SHOWN IN PROFlLE AND IN ESTIMAlED QUANTmES ARE HORIZONTAL DISTANCES. 8. THE CONTRACTOR SHAU. REQUEST INSPECTION FROM THE PUBLIC WORKS DEPARTMENT 48 HOURS IN ADVANCE OF PERFORMING A~ WORK AT 644-3311. lHE PUBLIC WORKS DEPARTMENT INSPECTOR SHALL ALSO BE NOTlFlED AFTER PLACEMENT OF FORMS AND PRIOR TO PLACEMENT OF ~ CONCRETE FOR CURB & GUTTER SO THAT lHE FORMS CAN BE CHECKED FOR LINE AND GRADE AND COMPARABILllY WITH EXISTING CONSTRUCTION. 9. THE WALLS AND FACE OF ALL EXCAVATIONS GREATER lHAN F1VE (5) FEET IN DEPlH SHALL BE EFFECTlVELY GUARDED BY A SHORING SYSTEM; SLOPING OF THE GROUND OR OlHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN F1V1E (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATED llHAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 10. lHE CONTRACTOR(S) SHAU. OBTAIN A PERMIT TO PERFORt.l EXCAVATION OR TRENCH WORK AS DESCRIBED IN NO. 8 ABOVE. 11. ALL SEWER PIPES SHALL BE BEDDED IN ACCORD WllH CITY DF NEWPORT BEACH STD-108-L 12. WATER t.lAINS SHALL HAVE A MINIMUM OF 3rf OF COVER FROM SUBGRADE. 13. ALL CONCRETE SHAU. BE 540-C-3250. 14. THE FlRE DEPARTMENT SHALL BE NOTIFlED 48 HOURS IN ADVNlCE OF ALL LANE CLOSURES. 15. VCP SEWER PIPE MAY BE USED IN LIEU OF PVC BY SPECIAL PERt.llSSION PIPE SHAU. BE MANUFACTURED PER ASTM D-3034 SOR OR ASTM F-789. ALL FlTTlNGS SHALL BE PREFABRICAlED FULL -BODY FlTTlNGS. PVC SEWER PIPE BEDDING SHAU. BE 3/4" CRUSHED ROCK FROt.l o BELOW THE PIPE TO 12" ABOVE THE TOP OF PIPE AND SHAU. BE CONSOLIDATED BY JETTING JETTING PRIOR TO COMPLETION OF TRENCH BACKFllL 16. ALL SEWER LINES TO BE OWNED, OPERATED AND MAINTAINED BY THE CITY OF NEWPORT BEACH SHALL BE VIDEO INSPECTED AFTER CLEANING, AIR TESTING AND MANDRIWNG. ALL VIDEO INSPECTION SHALL BE PERFORMED BY THE CITY UTLITIES DEPARTMENT. lHE DEVELOPER SHALL PAY THE CURRENT RATE ESTABLISHED BY THE CITY FOR VIDEO INSPECTION. ANY SEWER LINE FOUND TO BE INSTALLED INCORRECTLY, DEFECTIVE, DAMAGED OR OlHERWISE SHALL BE REPAIRED/REPLACED AND REINSPECTED, INCLUDING AIR TEST, MANDRIL AND VIDEO, PRIOR TO ACCEPTANCE. SEWER & WATER CONNECTION PLANS AT EAST COAST HIGHWAY FOR APPROVED: APPROVED: APPROVED: PROJECT LOCATION CORPORATE PLAZA WEST (i)j{j)C[ PUBLIC WORKS DIRECTOR UTILITIES MANAGER R.C.E. 25553 Re, :,r;;1o77 COUNT!' SANITATION DISTRICT #5 OF ORANGE COUNT!' LOCATION MAP rASHON ISlANtl SHEET INDEX SHEET .NQ. TITLE SHEET 1 SEWER CONNECTION PLAN 2 WATER CONNECTION PLAN (FOR REFERENCE ONLY) 3 TRAFFIC CONTROL PLAN (SEWER AT E.C.H.) 4 TRAFFIC CONTROL PLAN (WATER AT E.C.H.) 5 DATE: 6-3-98 N.T.S. cnr or N£WPOl7r B£ACH CITY OF NEWPORT BEACH PREPARED BY, [D THE KEITH COMPANIES APP. DATE THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT ANO ADHERENCE TO CITY STANDARDS ANO REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS ANO ACCURACY. / ~-J,.;~~ DATE (..-3~"11!, DATE Civil Engineering• Land Surveying ► 2955 Red Hm A-we Mopping• Environmental Services Costa Mesa, CA 92626 Wa Resources• Land Planning (714)540-0800 ~111, R.C.E. 47447 (EXP. 12/31/99) DEVELOPER, INSTALL B GATE VALVE MJxMJ PER CITY OF REMOVE ANO REPLACE EXIST. , MJxllJ WITH RETAl~R GLANDS CITY OF N.B. STD-5I0-L-B CONS UCT 12" TRANSITIONAL COUPLING FOR TIE-IN TO EXISTING 12" A.C.P. WITH 12• DUCTILE IRON PIPE NOTE JO CQNTBACTQR I I 1 QUANTITIES SHOWN ARE ESTIMATES ONLY AND ARE INTENDED TO ILLUSTRATE SCOPE OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT QUANTITIES INVOLVED. WGENCY AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (SEWER & WATER) COUNTY SANITATION DISTRICTS COMCAST CABLEVISION N"OBTANT NOT1CI! SECTION 4216/ 4217 OF THE GOVERNMENT CODE REQUIRES A DIGALERT IDENTIFlCATION NUMBER BE ISSUED BEFORE A • PERMIT TO EXCAVAn.- WILL BE VALID. FOR YOUR DIGALERT TOLL FREE 1-800-422-4131 TWO WORKING DAYS BEFORE YOU DIG. BENCHMARK, O.C.S. 3S-18-70 NUMBERS (800)427-2000 895-0221 611 644-3311 962-2411 542-6222 (AFTER 6:00 PM} 542-3975 DIAL T0U. F1l£E 1-800-227-2600 /if r.ag TIO OKIS 8EFOR£ YCIU 0IC ---.ILDlf,,, _ - BASIS OF' BEARINGS/COORDINATES, EA. S. F. EA. EA. EA. EA. .45 MILES ALONG MACARTHUR BLVD., FROM THE JUNCTION OF THE PACIFIC COAST HWY AND t.lACARTHUR BLVD., 52.0 FT. WEST OF THE CENTERLINE OF THE BLVD., 98.6 FT. NORTH OF A POWER LINE POLE ( 1551458E), 6 FT. LOWER THAN BLVD., IN A CONCRETE CULVERT, SET IN THE TOP OF THE HEADWALL. THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF EAST COAST HIGHWAY, SHOWN AS • N49" 27' 27" W • ON A MAP FILED IN BOOK 10, PAGE 20 OF PARCEL MAPS, RECORDS OF ORANGE COUNTY, CALIFORNIA. 1995 ADJ. ELEV. • 180.597 TITLE SHEET THE IRVINE COMPANY CORPORA TE PLAZA WEST ECH SEWER/WA TEA CONNECTIONS. 550 NEWPORT CENrrR ORM: NEWPORT BEACH, CA 92660 (714) 720-2200 ASSESSOR PARCEL NO. 442-011-54 CITY OF NEWPORT BEACH PUEI.IC WORKS cs>ARTMENT OIClt0ACHIIDIT POIIIT MO. SHEET s-s111-s xxxxxxx OF I I l i ' ' I I ' t ,_; ' ' ' . ji I' .. I l ,· REMOVE AND RF:P!AC[ EXl5nNG PAVFJ./00. JOIN FLUSH WITH EX. STRITT PAVFJ./[NT AND R[S711fP[ TRAFFIC !ANl:S/MARK/NGS DAMAGl:D DURING CONSTRUCTION 2' (MIN.) ~ ' /td' MIN. WIDTH TRE:NC/1 I THRU AC. S[CT1ON , 2' (MIN.) JOIN FLUSH EX. PAVEM£NT7 [EX. PAVFJ./E:NT ..i - ' ''"""'""" --;;,;,~~,;ii, \ -ti/Ill...,,,,.,......,,,.,. %IS ~ ~ ~ -r/, ,,A (1/ ~ / / ./2 /, ,-= =, I ••• ~· . . . . . . . • . . . . . . . • • J ' ' l················I •• ~ 1-1/2' MIN.1·:::::::: ·:::::::.J J"." :: :: :: ." • : ." ." ." ."::.] I 1/2' MIN. \_R£P!AC[ WITH t" THICKER g r:::::::: ·:::::::., AC. THAN A.C. fXIST. AC. TRENCH DETAIL N.T.S. ED CONSTRUCTION NOlES (J)-coNSTRUCT 8" V.C.P. R£GUlAR STRENGTH SDl'E"R LINE PER DETAIL A HEREON AND CITY OF N.B. SPECIFTCATTONS (J)-coNSTRUCT 48" SDl'E"R MANHOLE PER CITY OF N.B. STD-401-L 0-REMOVE PLUG AND JOIN EXISTTNG V.C.P. @-INSTALL B"x 12" V.C.P. ECCENTRIC INCREASER 0-PLUG PVC SEWER FOR FUTURE CONNECTTON ©-SAWCUT, REMOVE AND DISPOSE OF EXISTTNG A.G. PAVING AS NEEDED @-coNSTRUCT AC. PAVING AND AGGREGATE BASE PER DETAIL A HEREON ©-REMOVE Jc REPLACE SIDEWALK PER CITY OF N.B. STD-180-L @-CONSTRUCT 8" PVC (SOR JS) SEWER PER CITY OF N.B. SPECIFTCATTONS @-INSTALL ONE (1) 24" LENGTH OF 12" V.C.P. ®-LINE EXIST. C.S.D.O.C. MANHOLE PER SECTTON JJ-4200 C.S.D.O.C. STD. SPECIRCATTONS ,, ][l ~· . ... DIAL TOLL FREE 1-800-227-2600 AT LEAST l'WO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ,, C1lY OF NEWPOflT 8£ACH \ I I \ I~ , I • l,L., I I I I I I I I I ' I : I I I : I I I : I ) I ·--, I - I"' : "" I _, I I I :- 1 I I : I I I I : I I I : 'l,I~ I • ) I' :~ CJ I I : I I I : I I I : ~I - - I . I ' L.U ~ > -:: 0 CITY OF NEWPORT BEACH ~iofESs~ ~ 1---=---1----+----------------------t---+----l AND ADHERENCE TO CITY STANDARDS ANO REQUIREMENTS ONLY. y ,,:~ ~ Ill ~ ---· l'PIEPAIED Br! it THE KEITH COMPANIES • --t-· ---·-r~·•• --· :. •• i..; •. ;, ---,;~.:. -·· ---~ --·-~----.. --------· --·· . --- -----:·..:: ---------·_,.:_ -· . -- -----•-'" -. ---·· ·---._. :--••• -·· •••. '::.: .. ~-. -: . ---·----. --,--. . ·• .::~: ---.. ·-. -- -· •• ·-· ---. -·------.... ... ·-·--------------. --·---· -• -:·::·: --- ---•••~•• •-M .. . ~. . .. . ....... -. . .. . . . -. .. . . . . • ••• -..... : -• :... .;:.::... --· .. --. ---· ----·-· -'------ ------·--=::::. --·----.. ---. _, ----·--------- ----· -·---. -·--• . " ----·-~-.::..:._: = --· •· ·-.. ,~ ::::: --.::._--·- -· --·.. .:·;·:: --·---------- SCALE: HORIZ. VERT. ·.9 7 I --1--~ ... ' CORPORA TE PLAZA WEST SEWER CONNECTION PLAN 5 THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT 8,~. 4.) J, '---'-"--1-----<l-----------------------1---+----l THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS ANO ,.. No.47447 !i,; Civil Engineering•Lond Surveying ► 2955 Red HR/ A"8nue "' .J ACCURACY. /?_j /4/~ / # * EJl>.12·31-99 * Mopping•Environmentol Services Costa Mna, CA 92526 ASSESSOR PARCEL NO. -4-42-011-5-4 c.,:-,-,1.c:! ~ 1--.::.2--1--~1-----------------------l---+---l 11 "'°"° //"' W /., -'·1 ·?f Wate~~sources•Lond Planning (714)540-0800 "' -p ,,RY.SP,.Nm!. DATE "'~/J l'JV\\. a.~"' L1 LJ.~ CITY OF NEWPORT BEACH [NCIIOACHW£HT PCRllrT NO. xxxxxxx j L--■--------------------....J~-Ji~'.11~;;,.~~~~n•;A7i:;·r~:::::::::::::;D,:l7;1.,,;:c-·,=•;;,:11'N.~'S~================~=A;P,:'P.:.::n:lA""[j=;:.:..r-l-'-... _1_1 cvw_~{..~_~_~_~U1;LJJ""n~EY~hENG1:--;"::~~====~::::::::_'_·_JTE_·"l_t..L..--£-or_cJ;_\.~-~G-....L..:;;;;:;//;;;:;:;;;:, ... ..:; • .;..:;,;;;.:.:;,;,;;;,;;V:;...V',;,;;•',;;;;;,v---..;;;.;.;;;,;_=~;.;,;/,..;• /~,/~~;-..1., ___ ;;;.;._.;.....;,;_;;;.;;;;.,;.;.;,;.;;,;;;;;,;. __ .J....:;;;.:=::.;...;;;;;;;;;;..::;:_;;;;;;;;:;_J :::: v. U/1 C. /lt:.VI.JIV, U/1 C. / DOUGLAS 'J. JOHN~ON/ R.C.E. 47447 (EXP. 12/31/99) P\B ICWOfl(BOEPARn&T SHEET 2 OF 5 I I . i ~ I ' li 0 " I '-~-.......... ~--,J-"'- ---... ------~ -- ----- ------------------___ J _____ _ -------------------- \ ............... -• • • • • ____________ : '\v/QV ( __ ........ -----•" 0 WA Ii I, .;oNS i nuCT1QN No I t:S ®--:--INSTALL s· PVC, C900 WATER LINE, SllR-14 (CLASS 200) PER CITY OF N. B. STO' s. @-INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF N.B. STD-500-L, WITH RESILIENT WEDGE GATE VALVE ®-=-INSTALL 8" R.W. GATE VALVE (FExMJ) PER CITY OF N.8. STD-508-L ®-REMOVE ANO REPLACE EXIST. A.C. PAVEMENT PER CITY OF N.B. STD-105-L-A /;;;\__ CONSTRUCT DUCTILE IRON BENO, MJxMJ WITH RETAINER ~ GLANDS ANO THRUST BLOCK PER CITY OF N.B. ST0-510-1.-A. /Tri\__ CONSTRUCT 12" DUCTILE IRON TEE'r MJxMJ WITH RETAINER ~ GLANOS ANO THRUST BLOCK PER Cl Y OF N.B. ST0-510-1.-A. ~ CONSTRUCT 12"x 8" DUCTILE IRON REDUCER MJxMJ WITH RETAINER ~ GLANDS ANO REDUCER THRUST BLOCK PER CITY OF N.B. ST0-510-1.-B. ®-CONSTRU~T 12"TRANSITIONAL COUPLING FOR TIE-IN TO EXISTING 12" A.C.P. WITH 12 DUCTILE IRON PIPE Z ) ""-:/-J1/ /2/ ,· ,--" ,; / / /, / 2'/3/ ,.,...// ~ * ,' / / / ' ---- 0 0 0 0 -----------------------DETAIL A SCALE: 1" ~ 1 O' Cfrf0FIVEWF'0/7T/Jf'ACH CITY OF NEWPORT BEACH 5 THIS PIAN IS SIGNED BV THE CITY OF' NEWPORT BEACH F'OR CONCEPT 1----__:_-+----+-------------------------t---t-----l AND ADHERENCE TO CllY STANDARDS AND REQUIREMENTS ONLY. 4 l---'------1---+--------------------------+----+-----l THE CllY IS NOT RESPONSIBLE F'OR DESIGN ASSUMPTIONS AND ACCURACY. J 2 1 NO. DATE REVISIONS MI IQIIEO APP. DATE ~~~--t-J-,t >m<i DATE "' • \ • "I ':a DATE PfEPAFED EfYI [g THE KEITH COMPANIES Civil Engineering• Land Surveying ► 2955 RMJ Hllf Awnue Mapping• Environmental Services Costa Mesa, CA 92626 l'.I • nning (714)540-0800 CORPORA TE PLAZA WEST WA TEA CONNECTION PLAN ASSESSOR PARCEL NO. •42-011-54 CITY OF NEWPORT BEACH PlBJC WOflC8 CEPAR'll.efT ENCROACHl,l[NT l'ERlllT NO. SHEET S-s-111-s xxxxxxx OF 5 I I . t ,; I j ' . I f 0 0 J " OJEC~ C23 DB.IEATORS AT :ti! (IY) NTERVALS __, PHASE II TRAFFIC CONTR - • ARROW -------------~o 13 o ~-----------------------------------------;-; - - - - - - - .,..._, -~ =-------------------------= ------F ---::;:, ---r --- ASPH. " - - •----·-- ----------------------------------------- DEl...lEA • -. NJii /; i I / I I I I I I ! I l I )< IBTALLR..AlffiG ARROW BOAHJ (AT STARr OF TAPER) IJSTAI.LSUIS C20(Ram IJSTAI.L SOI C23 m,, f5Qn m,, l (500'} (500') (500'} LEAVI= atn (90'} OP8IHG N TAl'EJf FOR FfCHT TURN LA/E X NolES: t) TRAFFIC CONTROL 70 BE PLAU?i > iN COfFOIWANCE wrTH CAL 1RANS STD. PLAN Ttl 2J WORK HOtR3 SHALL BE BETWEEN 900 AM NI) 3:()() P.M. OM. Y. 3) CONTRACTOR MUST PLATE OR 7Sf'aWa.Y BACKR..L WORK ARE4B D<ff/0 NOf,,1-C(.~ 11,ILCJrJON. HOCffl 4) Ail TRAFFIC CONTROL DEVICE'S SIA! ' BE fEMOVB) ffiOM TfE ROADWAY BY 3:()() P.M. EAa-1 DAY OF o,::e:,,4TfON. DBJl'EATOOS AT 5n (50') IBTALJ. R..A9ftJ . ARROW BOAFD (ATSTARTOF TAPER) MAX. SPACHJ • IJSTAI.L BUIS C20<RDm NSTAI.LSOI C23 m,, f5Qn m,, l (500') (500') (500') LEAVI= 28n (90') U □w'Klll TAl'EJf FOR RIG{1' 1tJRN LAIE • • C, ... <o "' ... ~ ' ., ~ • ~ C, ... 5 ~ ~ / ' 1,, I 0,<1>._, '.' I~ rt -" INSTALL~ " C23 '\ '111,+ -•• ~-~ ~ l 1f l -----,,- • I, f;!. ~ I , PHASE I TRAFFIC CONTROL 9tn (YXTJ NOTES: \_/ t) TRAFFIC CONTROL ro BE Pl.ACS> IN cotFOFMANCE WITH CAL TRANS STD. PLAN 7lt. 2) WOAI( HOt.m SHALL BE BEi kW. 900 AM NC) 3(J() PM OM..Y. 3) CONTRACTOR MUST Pl.ATE OR TBf:IORARl. Y BACKFU.. WOAI( AFEAS DUfNG NOf.1-1 !miVC'TIOH HOlRi 4) ALL TRAFFIC CONTROL DEWCES SHALL BE FEMOVEO FRCJM 11-E ROADWAY BY 3(J() PM EAOI DAY OF OfUIATJON. (YXT) I 1 l ' ' ~ c:::J::::1:::::::::::::::::::::::::::::::::::1~crrr5_0F~Nl.~llml'~~'ff;;IDCII_ ~_:_-_J--:;;.;;,,;;IO;~B>;;-------------T--_-l!!!='!!'!'c-_--,;;;;;c;;AE•:;Bl't;-----------r----,C~ORN:"P;;QN:Ri':A;-:;:I ce:ciPLAZA;.;P7~WEun:;s;;;:;T:------t.J it THE KEITH COMPANIES Ec.H. WATBl C0tN:Cl10N g 5 " J 2 Civr1 Engin-1ng • Land Surveying ► 2955 Red HRI A"'"u• TRAFFIC CONTROL PLAN ::E Mapping•Environmental Services Cosio !lno, CA 92626 ASSESSOR PARCEL NO. 442-01 t-5'4 $·5'17 . m Wat Resources•Land Planning (714)540--0800 ::, 1 NO. DATE REVISIONS {,-f'?-?8 1 t ~ '/z , CITY OF NEWPORT BEACH D1C110ACM11M Pnlffl NO. xxxxxxx Cl) .__ _____________________ ... .:.;.;;;.;....i_;;;;.;.;.:;;.,_ _____ .....;~,;.;;;;.;;.:.;.;;;.... __________ i..;A.;;,P...;,'P...;, • ...i.;;D,;;.M;.;,;TE;....ii....ll4-TE ______________ .,_ _____ ...1,..;;.;,;.;;;;,.;;;..;;.;.,;;,;;;.;;,;;;;.;..;;·;;c·;;;,E·..;4.;.7«;.;.;..7 ~(EX;;;.;,P;.;,·..;1.;;:2/;.;;3~1/..;;,99~)...,_ __ Pl_.a __ ic_WOflCS __ c_o_Mn.ENT ____ ..,jrL. -;_S1~~EE~~f•::1si;2.:0F~i=.;~i~-:..1i