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HomeMy WebLinkAboutW_5270_S• • I. i 0 f;j .., 5 ., 0, 4 "" "' ;g 3 • I C, 2 I 0 C 1 • ~ • ~ NO. VICINITY MAP BAKER :r: /ff u -' ,. < ~ ADAMS AI/E. L&.J CD z: CITY OF 1:: COSTA (.!) t;; MESA z ~ ~ ~ F r ~ "' z 0 0 :::::, ~ w ~ Q ~ ~ a, ~'<-1;:- ORANGE ;,:. g<::S COAST ff$ '1 COllEGE ~ h ORANGE CO. 9.°"' FAIRGROUNOS ~ 1, c.; w f:i ~ ;,; 5' ~ " ~ :r: LL. ~CTORIA ST. ~ ~ <( 19™ ST. 1 e ~ N. T.S. CITY OF IRVINE UM VER9 TY CONSTRUCTION NOTES AND QUANTITIES NO. DESCRIPTION QUANTITY UNIT SEWER C01'1S I RUCTION NOTES I \___j11c~oiNNS~TrRRIIIUC;;,Tc---8R'"'VV ,re~. PP.RIRE;r,GttULIIAlRR'S;TT'RiRE:'i;Nii:GTTIHi""sisE:'"iwiFERRILTII Niii=Ec---PPFE~RID1FE'TT AAIITL'"'AA"" [QWN'S;HHFlEE"lTC---2?-1----,--, AND CITY OF N. 8. SPECIFICATIONS CONSTRUCT 48" SEWER MANHOLE PER CITY OF N.B. STD-401-L REMOVE PLUG AND JOIN EXISTING V. C. P. INSTALL B"x 12" V. C. P. ECCENTRIC INCREASER 1-------1 PLUG PVC FOR FUTURE CONNECTION SAWCUT, REMOVE AND DISPOSE OF EXISTING A.C. PAVING AS NEEDED )----J CONSTRUCT A.C. PAVING & AGGREGATE BASE PER DETAIL A ON SHEET 4 REMOVE AND REPLACE SIDEWALK PER CITY OF N.B. STD-180-L CONSTRUCT 8" PVC (SOR 35) SEWER PER CITY OF N. B. SPECIFICATIONS INSTALL ONE ( 1) 24" LENGTH OF 12" V. C. P. SPECS. 74 L. F. 1 EA. 1 EA. 1 EA. - 2 EA. 114 S. F. 114 S. F. 80 S. F., 3 L. F. 1 EA. 1 EA. <( F= z L,.J u <( PUBLIC WORKS DEPARTMENT WATER CONS I AUCTION NOTES 2Ji----i INSTALL 8" PVC WATER LINE, SDR-14 (CLASS 200} PER CITY OF N.B. INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF N. B. 1770 Li F. 4 EA. _J 0.. ® INDICATES AREA SHOWN ON LOCATION MAP SYMBOL LEGEND • 0 D ---0-- /j, -x-x-x- 0 ao 1·· ·• · • ·I . . . ' .. .. _. ·.·.· .... ---1.--- ----s---- -----\,/----- ---G--- -E-- -TEL- -TV-- -SP-- DATE POWER POLE MANHOLE FIRE HYDRANT MffiR BOX VALVE POWER POLE ANCHOR MONUMENT FENCE BLOCKWALL TREE SHRUBBERY ASPHALT PAVEMENT BRICKWALK CONCRffi BUILDING EXISTING CONSTRUCTION PROPER1Y UNE NEW CONSTRUCTION CENTERLINE SEWER LINE WATER UNE GAS LINE POWER LINE TELEPHONE LINE CABLEVISION UNE SPRINKLER SYSTEM STREET LIGHT REVISIONS GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL, EXCEPT AS OTHERWISE STATED IN THE CllY'S STANDARD SPECIAL PROVISIONS, DR IN THIS CONTRACT'S SPECIAL PROVISIONS, BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION," 1994 EDrTION AND SUPPLEMENTS TO DATE. 2. EXISTING UNDERGROUND UTILrflES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION, AND ELEVATION IN THE FIELD, PRIOR TO BEGINNING OF CONSTRUCTION. 3. STATIONING REFERS TO CENTERLINE OF STREET. 4. EXISTING UNDERGROUND UTILrflES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION OF THE NEW FACILrrlES. 5. ALL EXPOSED CONCRffi SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND WALKS. 6. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREET AND DRIVEWAYS. 7. SEWER, WATER AND STORM DRAIN LINE DISTANCES SHOWN IN PROFILE AND IN ESTIMATED QUANTrTIES ARE HORIZONTAL DISTANCES. 8. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC • WORKS DEPARTMENT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK AT 644-3311. THE PUBLIC WORKS DEPARTMENT INSPECTOR SHALL ALSO BE NOTIFIED AITTR PLACEMENT OF FORMS AND PRIOR TO PLACEMENT OF ANY CONCRETE FOR CURB & GUTTER SO THAT THE FORMS CAN BE CHECKED FOR LINE AND GRADE AND COMPARABILllY WITH EXISTING CONSTRUCTION. 9. THE WALLS AND FACE OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM; SLOPING OF THE GROUND DR OTHER EQUIVALENT MEANS. TRENCHES DR EXCAVATIONS LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATED THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 10. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NO. 8 ABOVE. 11. ALL SEWER PIPES SHALL BE BEDDED IN ACCORD WITH CllY OF NEWPORT BEACH STD-108-L. 12. WATER MAINS SHALL HAVE A MINIMUM OF 30" OF COVER FROl.t SUBGRADE. 13. ALL CONCRETE SHALL BE 540-C-3250. 14. THE FIRE DEPARTMENT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL LANE CLOSURES. 15. VCP SEWER PIPE MAY BE USED IN LIEU OF PVC BY SPECIAL PERMISSION PIPE SHALL BE MANUFACTURED PER ASTM D-3034 SOR OR ASTM F-789. ALL FITTINGS SHALL BE PREFABRICATED FULL-BODY FlTTINGS. PVC SEWER PIPE BEDDING SHALL BE 3/ 4" CRUSHED ROCK FROM ff' BELOW THE PIPE TO 1 'L ABOVE THE TOP OF PIPE AND SHALL BE CONSOLIDATED BY JETTING JETTING PRIOR TO COMPLETION OF TRENCH BACKFlLL. 16. ALL SEWER LINES TO BE OWNED, OPERATED AND MAINTAINED BY THE CllY OF NEWPORT BEACH SHALL BE VIDEO INSPECTIED AFTER CLEANING, AIR TESTING AND MANDRILLING. ALL VIDEO INSPECTION SHALL BE PERFORMED BY THE CllY UTILrrlES DEPARTMENT. THE DEVELOPER SHALL PAY THE CURRENT RATE ESTABLISHED BY THE Cl1Y FOR VIDEO INSPECTION. ANY SEWER UNE FOUND TO BE INSTALLED INCORRECTLY, DEFECTIVE, DAMAGED OR OTHERWISE SHALL BE REPAIRED/REPLACED AND REINSPECTED, INCLUDING AIR TEST, MANDRIL AND VIDEO, PRIOR TO ACCEPTANCE. & WATER SEWER AT CONNECTION PLANS HIGHWAY FOR EAST COAST CORPORATE PLAZA WEST APPROVED: APPROVED: APPROVED: PROJECT LOCATION PUBLIC WORKS DIRECTOR UTILITIES MANAGER R.C.E. 25553 COUNlY SANITATION DISTRICT #5 OF ORANGE COUNlY LOCATION MAP FASHION ISLAND ~ ~ F~ON OR SHEET INDEX SHEET NO. TITLE SHEET 1 SEWER CONNECT I ON 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: 6-3-9& DATE: ____ _ N.T.S. CITY OF NEWPORT BEACH CITY OF NEWPORT BEACH PREPARED BY, APP. DATE THIS PLAN IS SIGNED BY THE Cl1Y OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO Cl1Y STANDARDS AND REQUIREMENTS ONLY . THE Cl1Y IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. . • I / I I . / APPROVED ~-' ti < 1---..,--, / -_1 -':~C DATE '-· 3-"1S DATE SJ.J lg THE KEITH COMPANIES ~ No.47447 Exp. 12-31-99 CiV\\. Civil Engineering• Land Surveying ► 2955 Red Hill Avenue Mapping• Environmental Services Costa Mesa, CA 92626 Wat Resaurces• Land Planning (714)540-0800 r,/ I ('J R.C.E. 47447 (EXP. 12/31/99) DEVELOPER, INSTALL 8" GATE VALVE (MJxMJ) PER CITY OF REMOVE AND REPLACE EXIST. N CI 1---------='--c== 1 I R , MJxMJ WITH RETAINER GLANDS ER CITY OF N.B. STD-510-L-B 1 CONS RUCT 12" TRANSITIONAL COUPLING FDR TIE-IN TO EXISTING 12" A. C. P. WITH 12" DUCTILE IRON PIPE I NOTE TO CON[RACTOR QUANTITIES SHOWN ARE ESTIMATES ONLY AND ARE INTENDED TO ILLUSTRATE SCOPE OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT QUANTITIES INVOLVED. EMERGENCY TELEPHONE NUMBERS AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (SEWER & WATER) COUNTY SANITATION DISTRICTS COMCAST CABLEVISION IMPORTANT NOTICE SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIGALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE'.' WILL BE VALID. FOR YOUR DIGALERT TOLL FREE 1-800-422-4131 lWO WORKING DAYS BEFORE YOU DIG. BENCHMARK, O.C.S. 3S-18-70 .45 MILES ALONG MACARTHUR BLVD., FROM THE JUNCTION OF THE PACIFIC COAST HWY AND MACARTHUR 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 BL VD. , IN A CONCRETE CUL VERT, SET IN THE TOP OF THE HEADWALL. 1995 ADJ. ELEV. = 180. 597 NUMBERS (800)427-2000 895-0221 611 644-3311 962-2411 542-6222 (AFTER 6: 00 PM) 542-3975 DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT or SCJl.ffi1ERN CALIFORNIA. BASIS OF BEARINGS/COORDINATES, 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. TITLE SHEET EA. EA. EA. EA. THE IRVINE COMPANY CORPORATE PLAZA WEST ECH SEWER/WATER CONNECTIONS 550 NEWPORT CENTER DRIVE NEWPORT BEACH, CA 92660 (714) 720-2200 ASSESSOR PARCEL NO. 442-011-54 JMNs1hi9s8 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT NO. XXXXXXX SHEET 1 OF 5 • REMOVE AND R£PlACE EXISTING PAVEMENT. JOIN FLUSH WITH EX. STREET PAVEMENT AND RESTRIPE TRAFFIC LANES/MARKINGS DAMAGED DURING CONSTRUCTION 2' (MIN.) ' ' / J 8" MIN. WIDTH TRENCH THRU A. C. SECTION , 2' (MIN.) JOIN FLUSH J • .' .' .' .' .' .' .' .' .' .' .' .' .' .' .' .'. I SECTION ( COMPACTION 95%) 1·········1········1 !>::::::;:;_;~~~>~US[ ON[ SACK SLURRY CEMENT I.'.'.' -"t // \\.'.'.'.'I BACKFILL, UNLESS OTH[RWISE ·"_I.'.'.' .f I ' \ \' .' .' .' J APPROVED BY THE CITY INSPECTOR ,li'A,i ••• \\ Jt···J ~ ·:::.,, /I .'.'.'.I • ·.:.:.:.:::-:":;;;:(:.:.:.:.: .. JJ- ,, :,:, ........ ::::;;:::::::,::::::·:::::::: ............. ::::] GFIANULAR MATERIAL (MIN. S.£ JO) '"'-""'-"'°~ AND SHALL BE COMPACTED TO NOT ' II '" - ~- L - ..... ~ :;:·~:·: .. ;\):::::::::;: :\:;:/:\\\:/J HAUNCHING WITH SANO OR OTHER ., '«-' ~ # LESS THAN 90% RE/A TIVE DENSITY NOTE: SAND OR 4 MAX. -·-. . ------·----·- SEE CrrY OF N.B. STD 105 L A CRUSHED ROCK FOR ADDITIONAL NOTES/DETAILS. TRENCH DETAIL ED L. N.T.S. CONSTRUCTION NOTES 0)-coNSTRUCT 8" V.C.P. REGULAR STRENGTH SEWER LIN[ P[R DETAIL A HEREON AND CITY OF N.B. SPECIFICATIONS (])-coNSTRUCT 48" SEWER MANHOLE PER CITY OF N.B. STD-4O1-L 0-REMOVE PLUG AND JOIN EXISTING V.C.P. @-INSTALL B"x 12" V.C.P. ECCENTRIC INCREASER ©-PLUG PVC SEWER FOR FUTURE CONNECTION 0--sAWCUT, REMOVE AND DISPOSE OF EXISTING A.G. PAVING AS NEEDED 0-coNSTRUCT A.G. PAVING AND AGGREGATE BASE PER DETAIL A HEREON ©-REMOVE & REPLACE SIDEWALK PER CITY OF N.B. STD-18O-L @-coNSTRUCT 8" PVC (SDR 35) SEWER PER CITY OF N.B. SPECIFICATIONS ®-INSTALL ON[ (1) 24" LENGTH OF 12" V.C.P. -- @-LINE EXIST. C.S.D.O.C. MANHOLE PER SECTION JJ-42OO C.S.D.O.C. STD. SPECIFICATIONS n.. DIAL TOLL FREE 1-800-227-2600 AT LEAST lWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOU1HERN CALIFORNIA CITY OF NEWPORT BEACH CITY OF NEWPORT BEACH 5 THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FDR CONCEPT l----.,,_--+---+------------------------1---l-------l AND ADHERENCE TO CITY STANDARDS AND REQUIREMENTS ONLY. 1--------t----+-----------------------l-----l----1 THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND --~-+---1-----------------------+-----+----l ::,:v. /?J $/,,h .:-1 -,t • Jl;)lilt;9/WORKS NGINEER DATE t---,-.,',.,,..--+---=-c:-==,+---------:-,=-c-,=-:~,------------+-~~+-----c~=---1 APPROVED .-?~/ _/ '--J •C,C,: NO. DATE REVISIONS APP. DATE / !.y 7 ENGINEER DATE 0-~ ffi -- -. - ii ➔ -1- ii PREPARED Em \g THE KEITH COMPANIES Civil Engineering• Land Surveying ► 2955 Red Hill Avenue Mapping•Enviranmental Services Costa Mesa, CA 92626 Wa;<Z.soz • L;: ;;;::_ (714):;;so; 42 DOUGLAS 'J. JOHNSON I R.C.E. 47447 (EXP. 12/31/99) Us -!ff1 ~ -~ --··-.. - -- SCALE: . ---------- :4TER EET 2 . ··-·-----·-· HORIZ. 1" VERT. 1" -.____.--ON-SITE 'ER SEE SHEET CORPORATE PLAZA WEST SEWER CONNECTION PLAN ASSESSOR PARCEL NO. 442-011-54 20' 4' CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT NO. XXXXXXX SHEET 2 OF 5 :s 'I' ~ ~ 1)l ~ ~ " ~ "' it ------------------ I I (Ji\, ,;v I ___ .1 _____ _ DETAIL A SCALE: 1" = 1 O' \ • \ -------------------- CITY or NEWPOIIT BEACH CITY OF NEWPORT BEACH 5 ,f THIS PLAN IS SIGNED BY THE Cl1Y OF NEWPORT BEACK FOR CONCEPT t----+-----+---------------------------1---+------l AND ADKERENCE TO CITY STANDARDS AND REQUIREMENTS ONLY. J 2 t----+-----+---------------------------1---+------l THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. / I_ /// /' l----+-----+---------------------------1---+--~---l APPA0\'ED . ,: .,,£. /. // ~ {!_-J-:.,f INEER DATE 1 NO. DATE REVISIONS APl'IIOYEl)....::_:;u~~ ;~~/;!"--~-----}-~~ APP. DATE DATE Pl'IEPARED sy, WATER COi'!$ I RUCTION NOTES @---INSTALL 8" PVC, C900 WATER LINE, SDR-14 (CLASS 200) PER CITY OF N. B. STD' S. ®-INSTALL FI RE HYDRANT ASSEMBLY PER CI TY OF N. B. • STD-500-L, WITH RESILIENT WEDGE GATE VALVE @---:--INST ALL 8" R. w. GA TE VAL VE ( FEx MJ) PER CI TY OF N, B. STD,'.sos-L @-REMOVE AND REPLACE EXIST. A. C. PAVEMENT PER CITY OF N. B. STD~105-L-A r;;;,, CONSTRUCT DUCTILE IRON BEND, MJxMJ WITH RETAINER • ~ GLANDS AND THRUST BLOCK PER CITY OF N. B. STD-510-L-A. {;;;\_ CONSTRUCT 12" DUCTILE IRON TEET MJxMJ WITH RETAINER ~ GLANDS AND THRUST BLOCK PER Cl Y OF N. B. STD-510-L-A. ~--CONSTRUCT 12"x 8" DUCTILE IRON REDUCER,, MJxMJ WITH RETAINER ~ GLANDS AND REDUCER THRUST BLOCK PER CIT1 OF N. B. STD-510-L-B. ®-1 CONSTRUCT 12"TRANSITIONAL COUPLING FOR TIE-IN TO EXISTING 12" A. C. P. WITH 12" DUCTILE IRON PIPE lg THE KEITH COMPANIES CORPORATE PLAZA WEST WATER CONNECTION PLAN Civil Engineering• Land Surveying ► 2955 Red HIii Avenue Mapping•Environmental Services Costa Mesa, CA 92626 Wate esources • Land Planning (714)540-0800 ~ (EXP. 12/31/99) ASSESSOR PARCEL NO. 442-011-54 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT NO. XXXXXXX SHEET 3 OF 5 • ill ~ I [,1 C, .., C, C, fi1 ~ ' V CITY OF NEWPOfrT 861CH APPROVE> 5 4 3 [ ENGINEER 2 DELINEA TORS AT 15m (50') MAX. SPACING ~RASH/NG ARROW BOARD (AT START OF TAPER) INSTALL SIGNS C20(RJGHr) INSTALL SIGN C23 • INSTALL RASH/NG ARROW BOARD (AT START OF TAPER) NOTES: 1) TRAFFIC CONTROL TO BE PLACED IN CONFORMANCE WTTH CAL TRANS STD. PLAN Ttt. 2) WORK HOURS SHALL BE BETWEEN 9:00 A.M. AND 3:00 P.M. ONLY. 3) CONTRACTOR MUST PLATE OR TEMPORARILY BACKRLL WORK AREAS DURING NON-CONSTRUCTION HOURS. 4) ALL TRAFFIC CONTROL DEVICES SHALL BE REMOVED FROM THE ROADWAY BY 3:00 P.M. EACH DAY OF OPERATION. INSTALL SIGN C23 PFEPAIED BY, Iii THE KEITH COMPANIES . 47447 ,., Civil Engineering• Land Surveying ► 2955 Red Hill Avenue _12_31-99 * Mapping•Environmental Services Costa Mesa, CA 92626 Wate Resour es• Land Planning (714)540-0800 CORPORATE PLAZA WEST E.C.H. SEWER CONNECTION TRAFFIC CONTROL PLAN ASSESSOR PARCEL NO. 442-011-54 - I NO. DATE REVISIONS ~-17-j,!J /~~~,~IS (, /Z ,II CITY OF NEWPORT BEACH I-E-NC_Ro_Ac_H_ME_NT_PE_RM...,.IT_N_o._x_x_x_x=x_x_x--1, L----------------------...L.~;.;....1..,:;;:.:.:.:....L.------~~~~------~-~A~A:..;'P;..J.;;;DA::,:Ti;,;;"E....1.~0A;;,:TE ______________ .L..., _____ ....1..=;:;,;;:~~::::;,~..:;,;;·C;,:,E~. _:,47,:,;:4;;;_47~(E~XP:,;_, _;,12~/.::,31~/~99~)..1.. _ _;,PU..;,;;,;BLIC~,;,,;,W.;;.ORK;,;;,;,;;S..;;DE~P:..:ARTM.:.;,;,;,.:ENT.,;,;__...,:i_S=H~E=E:.:.l...;;;;;4;;;;;;;;;...:0:.:.F...;;;;;5;;;;;;JJ • • • • a ... "' "' ... "" ~ "" "' "' 11 a .. i5 • le , g1 / .,. -'\ '.),,·' • "' 0 ,- ---~, "t:t 1r t ----.._ \ )) 1,, COY OF NEWPORT BEACH APFflOVEO 5 4 3 t----+----+---------f-----+-----1 • Q,r A~L ~~C!NEER 2 1) TRAFFIC CONTROL TO BE PLACED IN CONFORMANCE WITH CAL TRANS STD. PLAN T11. 2) WORK HOURS SHALL BE BETWEEN 9:00 AM. AND 3:00 P.M. ONLY. 3) CONTRACTOR MUST PLATE OR TEMPORARILY BACKRLL WORK AREAS DURING NON-CONSTRUCTION HOURS . 4) ALL TRAFFIC CONTROL DEVICES SHALL BE REMOVED FROM THE ROADWAY BY 3--00 P.M. EACH DAY OF OPERATION. 91m (300') iorEss PREPARED fir', CORPORA TE PLAZA WEST <i If! THE KEITH COMPANIES E.C.H. WAlER CONNECTION ~ _47447 Civil Engineering•Land Surveying ► 2955 Red Hill Avenue TRAFFIC CONTROL PLAN ~ . IZ·Jl-99 Mapping• Environmental Services Costa Mesa, CA 92626 ASSESSOR PARCEL NO. 442-011-54 t...J-'J;J._ "-;o-3 (I IV\\. Water. Resources• Land Planning (714)540-0800 ENCROACHI.IENT PERI.IIT NO. xxxxxxx = I NO.' DATE REVISIONS 6 _17_28 rt-~ /z 1 CITY OF NEWPORT BEACH 1------=------1Cf. L.----------------------..L~~~~;.J..------~~~~---------l,.;A~A:,;'P:,; . ...L,;D~~~Ti.~t..J....:::ll4;,:;;TE;._ _____________ ..J. ______ ..L.~~~~=~..c.-;;;;C.~E-_;4:,:_74:,:4:,:.7.,:(~EX:P;... ~12~/3~1,:_/9~9:.(,_) .J.._~PU.::BLIC:.:..,;,W;.:OAK,;,:;,:,S:.:.DEP::..:.ARTM.:.;.;.:.:E:.NT~-....J....;S:H;.::E:E~l..,;;;;;;5=■..:0:;F:....:;;;;5=■.Jl