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R_5607_S
CITY OF COSTA MESA VICTORIA tJ ~ .. l.$.KEI ST. 0 ~---t-,;=..:...----j~!.;.{_ > C • a C • ◄ X ST 0 • • ~~ ~o ' a• (' 0~ 'I ¢/! <l' ..... (). ~ ~ ~. a• ,.,<i"j' <.·, _,, t,◊ • ~" ~-...:.·<.... .... ♦ ""Ell """011r _ _j 0,ty Ii# A Cl TY Ii OF 1 NEW PO DEAC 0 C: C, :, -~ ... C, q (lflC Vlf MfMOIIAl U C, I ,, C ,.,. . . \ -;=-:.!.no"'.,.,___ \ I .. _,.. _ _, DAT ~--0 C ,, -c::::J,~~Vo~=='\ C "J --..:::_~ VICI N ITV Pv1AP l/4 0 ,_ -j r.u,,Hc SCALE IN MIUS SYMBOL LEGEND P. P. -0- MH 0 i /K 0 POl'/ER POLE MANHOLE TRAFFIC SIGNAL. )t-~ STREET LIGHT O, 0 P'JLL BOX, TEL. VAULT ~ TREES b, MONUl.1ENT 11.C. SHOULDER @ :ZrT,llLL REMOVAL CD tv '::2._ PAVEMENT... CONSTRUCTION @ OVERLAY CONSTRUCTION @ ~---~ ASPHALT PAVEMENT 1~~f(;i~{1 CUT I Ft'_L SLOPE f.:·, -.4 CONCRETE PROPOSED -BIG CANYON AP.TS. BLDGS. EXISTING CONSTRUCTION NEW CONSTRUCTION -·-!!-CENTERLINE --s-SEVIER LINE --w-\'!ATER LINE --,;-GAS LINE -E-(_po\'/ER LINE)EDISON-Etl.SEMENT -TEI.-TELEPHONE LINE -x-x-FENCE I I I ,,,,,..._/ 0 -, 4o \. ;,, ·, ) ~- ) • t, 1. 2. 3. 4. 5. 6. 7. 8. 10. 11. 12. 14. O.C.S. BENCH MARK 3S-21-70 ALUM CAP 0.8 MIL.ES N"L Y ALONG MacARTHUR BL FROM SAN JOAQUIN HILLS ROAD 52' E/CL ANO 9' LOWER THAN THE • BL VD. IN THE TOP OF A CONC. HEADWALL. ELEV.: 165.81 ADJ. 1976 Construction contractor agrees tl at in accordance with generally accepted construction practices, construction contractor will b ~ required to aSsume sole and complete responsibility for job site conditions during the course of eonstruction of the project, including safety of all persons and property; that this requirement shall be made to apply cont_inuously and not be_ limited to norm.al working hours, and construction contractor further agrees to defend, indemnify and hold design professiollal harmless from"' any and all liability, real "or alleged, in connection with the performance of work on this project, excepting liability arising fram the sole negligence of d.esign professional. CKTY NJEVVPORT JPUIDJLKC WORK§ OF BJEACH IDE JP ARTMJENT MacARTHUR so·uLEVARD ~MPROVEMENTS FOR 8~G CANYON APARTMENTS TRACT GOLF COORSE f, If <) BIG CANYON is- APARTMENTS Ci TRACT NQ 12/0S 'r.,l- BIG CANYON C, EMERGENCY TELEPHONE NUMBERS COUNTRY CLl/B t FASHION /SLANO AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY , CITY OF N~WPORT BEACH (PUBLIC UTILITIES) COUNT'( SANITATION DISTR!CT_S COMtiUNITY CABLEVISION UNDERGROUND SERVICE ALERT NUMBER 634-0251 973 C 549\ /_895-0246 999-5715/ 966-6235 i,,44-if/O/I 962-241 I EXT. 222/EXT-241 720-2056/ 720-2651 1-800.-422·4133 • NAME CHET .WRIGHT BILL. LOWING PAUL MALKEMUS GENERAL NOTES GRADING NOTES -.~ L.._,_;__ __________________________ _, All work detailed on these plans to be performed under contract shall COA/FORM- 7V THE c,rrs CONSTRUCT/ON STANDARDS AND lllE "'STA'NLl'IR.O Sr'EC/.FICAT/av'S It?;\' PU&IC' WORl(S CON.ST,f'UCT/ON, ./995 EDIT/0,VANO_ SC/r'J"l€'MENT.S. -·--. . --· _ The construction of all improvements within the State right of way shall conform to the requirements of the Standard Specificat~ons and appropriate Standard drawings of Caltrans and requirements of the Encroachment Permit. Traffic control during construction along MacArthur Boulevard shall be in accordance with State~ of California Department of Transportation Manual of Warning Signs, Lights, and Devices for Highway Work and C2:;,e:.:::\-bn? 7-1.0€:::, ancl 1-1.~ of ihe. <;:::,tancia.rd Spe.ci-fic.a.tk:,n~. •• ------ Stationing refers to centerline of street. Curb data refers to face of curb. All work in the state Right of Way shall be per current State Spe?ifications, Special Provisions, and Standard Plans. Seperate permits will be required for the following; 1 .Relocation of existing power poles. 2 Relocation of cable television facilities. 3 Installation of street lights. Work within State Right of Way shall be performed only between the hours of 7:00 A.M. to 3:30 P.M., Monday through Friday, except on legal holidays when no work wi 11 be allowed. Weekend work shall be proiri!Jited. -u&t-e.ss. ___ _ 7:;r/l,-,rw1s ~ 7r,::,v1ded for -,,,-fhe-Bfak-a,c;cx,ch7?76<7r'7"erm1t)'~--. --===-===== All exposed concrete surfaces shall conform in ·grade, color and finish to all adjoining curbs 1and walks. All underground work shall be completed prior to paving. All P.C.C. and A.C. removals shall be outlined to necessary working limits and sawcut to a minim.UE. depth of 211 prior to re:cJ.oval. All debris created shall become the nroperty of the contractor and shall be disposed of away from the· job site-in a manner and location,acceptaple to all agencies. ·Existin~ utilities are shown per a search of the available records. The Contractor shall be responsible for verifying the exact location and eleva- tion in the field prior to beginning construction. When imuort or export of materials is required, haul routes to and from the job-site shall be approved by the City Traffic Engineer.and hauling procedure~ shall be in accordance with the Transportation of Materials Section of the City GrF_dlng Code: ~--• , .. TWO SDI/TJ/BOV,VO tANE!ii NI/ST l?CM'AIN OPEN AT AU 7/ME5' ,6/='?WE&./ 6'/k/ .f 9/,;/!"186 -O;VE !ANe MAY l3e CLC!SED l5ETfl/EeiJ 0700 '( /500 HRS 1,40/JOAY 'T,1/,<fOt/G/i r'~/f)A'f 0/,/lY . - :.,_ M.tNIMUM. L.A:rEi<Al-CU!A.R.ANCE. oF ? FIS!S.L 'Pf-\AI.L =-F'R=v;1DED !':>ETW!:.E1':J • iii-le' Er.:><=.E. CF 6KCAVATt<:,,N€> AND. Z..o.JACE/..lT TAAFFIC...L,IJ,UaS.~WI-IE.RE. _5.FEeT CF _;::.i...EARANCE. \<& NC>!" f"Re,./10= TI-\E::_EXCAl/1>.T_t<:,/,L<;;AA(J:_S, <'Sl-lc5RE.a Al-ID Tl<a\.\T • ~,I eETED. _A Miki IM.UM . Lh-Tl:.t:2AL-a.;EAl<MJ ce_e,!':_'2_.EEi'.'CS?HalL_f:€_ ft2J:::iJ \OED_ -~el=,.l,l_J11E. Ec::Gl=._c,fO e,uRFACE_C_RllCTtt:SMS _,I.JJ.D 11-IE: A..:.lACEArrTRAFFIC~E... __ • ' 1. ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE SEC'l'IotJS OF THE LATEST EDITION OF: A. TIIE CITIES GRADING At/D E)(CAVATION CODES. B. THE CI.TY OF NEWPORT BEACH OR CAI.TRANS , Sl'ANDARD DRAWING, WHENEVER SPECIAL REQUIREMENTS CO!JB'LICT ON AHY SUBJECT MATTER, THE Cl'l'Y ENGINEER OR HIS REPRESE!-l'fATIVE HILL DETERMINE WIIICH SP£CIAL REQUIREMENT AND/OR CODE WILL GOVERN. 2. NO GRADINO SHALL BE STARTED WITHOUT FIRST NOTIFYING CALTRANS AND THE INSPECTION DIVISIONS. A PRE-ORADING MEETING AT THE SI1'E IS REQUIRED BEFORE STAR'l' OF CLEARING AND GRADING WITH THE FOLLOWING PROPLE PRESRN'l': OW/lER, GHADING CON'l'RACTOR, DESIGN ENGINEER, SOILS .ENGINEER, GEOLOGIST, CI'l'Y GRADING INSPEC'l'ORS, CITY MAINTENANCE REPRESENTA'l'IVE, AttCHAEOLOGIS'l' OR THEIR REPRENTATIVES. 3. THE PERMITTEE OH HIS AGENT SHALL NOTIFY '!HE INSPECTION DIVISIONS WHEN 'rHE GRADING 01:'ERATION IS READY FOR EACH OF THE FOLLOWING INSPECTIONS: ( PHONE ( 114) 644-3311, NEWPORT BEACH, CAL'J'RANS ( 21.3) 620-2206). A. INITI/IL INSl'ECTION. wi!EN THE PERMIT'l'EE IS READY TO D!ZGIN WORK, BUT NOT LESS THAN TWO DAYS BE~'ORE AN'{ er.EARING OR GRADING IS STARTED. B. TOE INSPECTION. AFTER THE NATURAL OROUND OR BEDROCK IS EXPOS£0 J\.!W PHEPAREO TO RECEIVE !"lf,L, BU"J' DEFORE FILL IS PLACED. C. EXCAVATION INSPEC'l'ION, AF'l'ER THE EXCAVATION IS STARTED, BUT BEFORE THE VERTICAL DEP'l'!I OJ? '£HE l!XCAVATION EXCEEDS TEN FEET. D. FILL INSPECTION, AFTER THE FILL PLACEMEN'r IS STARTED, BUT BEFORE THE VERTICAL HEIGHT OF THE FILL EXCEEDS TEN FEET. E. DRAINAGE DEVICE INSPECTION. Al?'l'EH FORMING OF TERRACE DRAINS DOWN-DRAINS OR FILLER AFTER PLACl!.MEN'f Ob~ PIPE IN SUBDRAINS, BUT BEFORE ANY CONCRETE OR FILLEH. MA'l'ERIAL IS PLACED, F. ROUGH GRADING HlSPECTION, W!IEN ALL HOUGH GRADING HAS BEEN COMPLETED, THIS INSPECTION MAY DI! CALLED FOR A'l' '1'1/E COMPLETION OF ROUGH GRADING WI'l'llOUT THE INSPEC'l'OR NECESSARILY HAVING PREVIOUSLY REVIEWED AND /l.PPROV/.m 'l'J!£ HEQUIRED REPORTS. G, FINAL GRADING ANO IMPROVEMENT INSPECTIOIL .-/!!EN ALL WORK { INCLUDING INS'!ALLATION QI,' ALL DHAINAGE STRUC'l'URE OTHER PROTECTIVE DEVICEc:S AND ALL OTHER IMPROVEMENTS WHICH IN- CLUDE LANDSCAPING AND IRRIGATION S'f~'l'~M) llAS l:IEEN COMPLETED AND THE AS-GRADED PLAN, PRO~E:SSIONAL CERTIFICATIONS AND THE REQUIRl!D REPOH.'l'S HAVE BEEN :'.:UBMITl'ED. 4, CUT AND Fit.L SLOPES SHALL BE NO STEEPER 'WAN TWO HORIZONTAL TO ONE VERTICAL, 5. FILLS SHALL BE COMPACTED THROUGHOUT TO !)0% OF THE MAXIMUM DENSITY AS DETERMIUED 'ay u.e.c. STANDARD NOS. 70-1 AND 70-2 AND CER'l'IFIED BY THE SOILS ENGINEER, 6, AREAS TO RECEIVE FILL SHAf,L DE PROPERLY PREPARED AND APPROVED BY THE CITIES GRADING ENGINEERS OR '!'HEIR REPR£SEWl'A'rIVE:.i AND SOILS ENGINEER PRIOR TO PLACING OF I<'ILL. 1. FILLS SHALL BE BENCHED WITH APPROVED MA'l'ERIAL AS PER DE'!AIL ON PLAN. 0. TllE EXISTING IRRIGATIOH LINES AND CISTERNS SHALL DE REMOVED OR CRUSHED IN PLACE AND BACKFILLED AND APPROVED I:!\' TH~ GRADING INSPECTOR AND SOILS ENGINEER, 9, SLOPES MUST BE PLANTED WITH AN APPROVED PLANT MATERIAL, 10, THE STOCKPILING OP EXCESS MA'l'ERIAL SHALL BE APPROVED DY TJIE CITY ENGINEER PRIOR TO EXCACVATION • 11. ALL TRENCH BACKFILLS SHALL BE TES'l'ED AND APPROVED BY THE SITE SOILS ENOINE:ER PER THE GRADING AND EXCAVA'l'ION CODE LOCATION AND INDE)( 12. THE EXACT LOCATION OF TIIE: SUBDRAINS SHALT, BE SURVEYED IN THE I<'IELD FOR LINE AND GRADE, AND THE LOCATION SHALL BE SHOWN ON THE AS- BUILT GRADING PLANS. 13, TIJE ENGINEERING GEOLOGIST SHALL PERFORM PERIODIC INSPECTIONS AND SUBMIT A COMPLETE REPORT AND MAP UPON COMPLETION OF THE ROUGH GRADING, 14. THE FI!Ul.L COMPACTION REPORT AND APPROVAL FROM THE SOILS ENGINEER SHALL CONTAIII THE TYPE OF FIELD TESTING PERFORMED, THE METHOD OF OBTA!Hl/0 THE IN-PLACE DENSITY, WHETHER SAND CONE, NUCLEAR GAGE, OR DRIV£ RING SHALL BE SO NOTED FOR EACH TEST. SUFFICIENT MAXIMUM DENSITY DETERMINATIONS SHALL DE PERFORMED TO VERil:Y T!IE ACCURACY OF T!JE MAXIMUM DENSITY CURVES USED BY THE FIELD TECHNICIAN, 15. THE SOILS ENGINEER AND ENGINEERING GEOLOGIST SHALL BE RESPOSIBLE FOR THE QUALITY OP TllE WORK PERFORMED, AND Sl!ALL EXcrmsrn SUFF- ICIENT CONTROL DURitfO GRADING TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN THEIR PUHVIEW. 16. THE DESIGN CIVIL ENGINEER SHALL PROVIDE WRITTEN APPROVAL THAT THE GRADltlG OPERATION rs IN COMPLIANCE WITH THE APPROVED PLANS, SPECIFIATIONS AND APPLICABLE CODES, 17, THE LOCATION AND PROTECTION" OF ALL UTILITIES IS THE RESPONSIBILITY OF THE Pf:RMITEE. 18. ALL EXISTHrG DRAIN/'\GE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS AND APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING PROJ"ECT, IN ALL CASES, THE CONTRACTOR AND/OR DEVELOPER SHALL BE HELD LIAE!LE FOR ANY DAMAGE DUE TO OBSTRUCTING-NATURAL DRAINAGE PATTERNS, ·19. EXPORT SOILS MUST GO TO A LEGAL DUMP OR ·TOA PERMITTED SITE APPROVED BY THE CITY'S GRADING ENGINEERS AND/OR CALTRANS. 20. ANY DIRT, ROCK OR CONSTRUCTION' MATERIAL THAT MAY BE TRACKED OR DROPPED WITHIN TIIB PUBLIC RIGHT-OF-WAY DURING THE TRANS- PORTATION OF SAID MATERIAL OR EQUIPMENT ASSOCIJl,TED WITH THB PROJECT SHALL BE CLEANED OR REMOVED DAILY AND AS DEEMED NECESSARY BY THE ItlSPECTOR. 21, THE CONTRACTOR SHALL OBTAIN ALL HECESSARY O. S. H. A, PERMITS, 22. PRIOR TO ANY GRADING OPERATIONS, TIIE CITY SHALL ASCERTAIN TH/\T THE OEVELOPER 111\S NOTIFIED A QUALIFIED ARCHAEOLOGIST ANO THAT J!E WILL BE PERMITTED ON THE SITE DURING GRADING OPERATIOIIS AND THAT HE WILL UAVB THE AUTHORITY TO STOP OR REDIREC1' GRADING UNTIL ANY DISCOVER\' CAN BE PROPERLY RE- COVERED AND AS SUBMITTED TO THE CITIES f'OLICY OH ARCHAEOLOGICAL SITES. 23, THE CONTRACTOR SHALL OVER-EXCAVATE WHERE NEESSARY AS PER S.P.I. IN ACCOROIINCE WITH THE STATE SPECIFICATIOHS, 24, SUBGRIIGE ANO TRENCH BACKI!"ILL Ill STATE R/W SHALL HAVE 95%" R,C. MINIMUM RELATIVE COMPACTION. 25. APPROVED TEMPORARY DRJ\I?lAGE PROVISIONS AND PROTECTIVE MEASURES MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING OPERATION • 26, ROUGH GRADING TO DE COORDINATED WITH SOUTHERN CALIFORNIA EDISON AND CONTRACTOR SHALL MAIHTAIN 10' MIN. RADIOS MOUND WITH 2: 1 SIDE SLOPES AROUllD EXISTING POWER POLES IN COT AREAS. GRADI}IG TO BE COMPLETED PRIOR TO PLACEMENT OF NEW POLES, 27. WllEN IMPORT OH EXPORT OF MATERIALS IS HEQUIREI), HAUL ROUTES TO ANO FROM THE .JOB SITE SHALL BE APPROVED BY THE CITIES' TRAFFIC ENGHIEER MID !fAULIUG PROCEEDURES SHALL BE IN ACCORDANCE WITH THE TR/1.NSPORTATION OF M/1.TERIALS SEC'l'ION OF 'rHE CITIES GRADING CODES, N. T. S. 28. ALL EXISTING FILLS SHALL DE Al'PHOVED BY THI:: SOILS ENGINEER O!t REMOVED 13El!'ORE ANY ADDI'rIONAt. FILLS ARE ADDED. 29. THE ENGINEERING GEOLOGIST AND SOILS EUOINElm SHALL, AFTER CLEARING AND PRIOR 'l'O THE PLACEMENT OF I<'ILL IN CANYONS, INSPECT EACH CM/YON" FOR AREAS OF ADVERSE S'l'ABILITY AND DETE!"(MlNE 'l'JJE PRESENCb: OF, OR POSSIBILITY OF FUTURE ACCUMULATION 01,', SUB-SURFACE WATER OR SPRING FLOI-I IF NEEDED, DRAINS WILL BE Df.SIGNE.D AND CONS'l'!W'l'ED PRIOR TO THE PtACEMEN'l' OF FILL IN EA.Cl! RESPE'1'IV:: CAN'fON. 30. THE CONTRACT SHALL OVER-EXCAVl,TE WHERE NECESSARY AS PER S.P.I. IN ACCORDANCE WITH THE STATE SPECH'ICATIUNS .. • 31. SUBGRADE AND TRENCH BACKFILL IN STATE R/W SHALL HAVE 95% R.C. 32. ALL CUT SLOPES SHALL BE INVESTIGATED BOTH DURING AND AFTER GRADING BY AN EUGINEERING GEOLOGIST 'l'O DETERMINE Iii' ANY S1'A1HLI'1'Y FROBI,EM EXISTS, SHOULD EXCAVATION DISCLOSE ANY GEOLOGICAL HAZARDS OR POTENTIAL GEOLOGICAL HAZARD, THE ENGINEERING G!WLOGlS'l' SHALL RECOMMEND NECESSARY TREA'fMENT TO THE CI'f'f GRAOINQ ENGIN!::Ett FOR APPROVAL, 33 WHERE SUPPORT OR BUTTRESSING OF CUT AND NA'l'U!tAL SLOPES IS DETERMINED TO BE NECESSARY BY TifE ENGINEERINC:l GEOLOGIS'f ANO SOILS ENGINEER, THE SOILS ENGINEER WILL SUtlMI'l' DESIGN, LOCATION AND CALCULATIONS TO 'THE CIT'!' PRIOR TO CONS'rRU'fIOll, 34. THE ENGINEERING GEOLOGIST AUD SOILS ENCHNE£R SHALL INSPECT ANO TEST THE CONSTRUCTION 011° ALL BUTTRESS nr.r.s, l\ND A'!'TEST ·ro SLOPE AND ADJ"ACENT S"J'URC:'l"URC:S UPON COMPLE'l·I.(JN. 35. THE ENCHNEBRING GEOLOGIST SHALL PERb~ORM PE,UOOIC INSJ?EC'l'IOl~ DURING GRADING. .36. NOTIFICATION OF NON-COMPLIANCE: IF, HI Tll!~ COURSE OF FULFILLING T!ilnR RESPO.NSIBILI1'Y, 1.'IIE CIVIL ENGIN!!ER, 'fl!E t>OIL£ ENGINEER THE ENGillEERING GEOLOGIST OR '!HE 'l'ES'l'ING AGl!'.NGY FINDS T!iAT THE WORK IS NO'l' BEING DONE IN CONE'ORMAt/CE WITH THI:: APPROVED PLANS, THE DISCREPANCIES SHALL BE REPORTED IMMEOIA'fEL'f IN WRITING 'rO 'l'HE PERSON rn Cl!A!W!!: ov THE GRADING WORK AND TO THE CITY. RECOMMENDA'l'IDNS FOJ! COliREC'L'lVE MEASURES, IF NECESSARY, S!IAL BE $UflMI'f"!ED 'l'O 'fl!E CITY FOR APPROVAL. 37. DUST SUALL BE CONTROLLED U'l WATERING AND/OR DUS'!' PAL!,IA'l'IVE. 38. APPROVED TEMPORARY DRAINAGE PROVISIONS At-ID PROTECTIVE MEASURES MVS'l' DE USED TO PROT£C'l' l\DJOU/11/G PROPER'l'IES DURING THE GRADING OPERATIONS. 39. GRADING BETWEEN EXISTING POWER POLES TO BE COMPLETED PRIOR TO PLACEMENT OF NEW POLES. 40, ROUGH GRADING TO BE COORDINATED WITH EDH;ON MAIN':'AIN 10' RADIUS MOUND WITH 2: 1 SHl£ SLOPES AROUND EXISTING POWER IU CUT AREAS. GRADING TO BE COMPLE'l'ED PRIOR TO ?LI.CEMENT OF NEW POLES, D APPROVED: FOR CONCEPT & ADHERENCE TO CITY STANDARDS & REQUIREMENTS ONLY. Cali!Drnio Council ofClvll Engineer, & land Surveyor, NOTICE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMEN• SIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COM• MENCEMENT OF WORK. , PRIVATE ENGINEER'S NOTICE TO CONTRACTOR The existence and location of any underground utilities or structures shown on these plans are obtained by a search of available records. To the best of our knowledge there are no existing utilities except those shown on this plan. The Contractor is required to take all precautionary measures to pro- tect the utilities shown, and any other lines or structures not shown on these plans, and is responsible for the protection of, and any damage to these lines or structures. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS & ACCURACY· PR;;;;;;;;~1;~~ER 1-----t---t------------t---i A?:Jip[p{JJ]l CIVIL ENGINEERS, INC. CITY ENGINEER . PLAN AND PROFILE OF IMPROVEMENTS FOR: MacARTHUR BLVD. R.E. NO. lf:791 17981 SKY PARK CIRCLE, SUITE M \ zn n IRVINE, CALIFORNIA 92714 • PHONE 714•250•1540 3/11/ G, J;I'.L!', ~'iii\J'~s~~'-J_~;';Y~~-e DATF• d :•II~ :Z, (9c,G ' ~~at:z.,,, &# DATE BY DESCRIPTION APP'D. DESIGNED: DRAWN: eREs'?L.HAI.U\OAvt7 R.c.e. 3ss24 DATE !----'---'---------~------~--~;;;: J.~ • .1~·--+~='T~. s=.s~·----l CHE-CK ED: ...__ DATE : G.L.H. -...w1:.Y, /.984-REVISIONS CITY OF NEVif PORT BEACH PUBLIC WORKS DEPARTMEI-.T OF 15 SHEET I' I 0 ' s ~ ::J z f,-, ri \ C 0 I ' C VARIES' tE8' TO B3' -vAR1£s s,:;' ro ?t' - TYPICAL SECTION : MacARTHUR BLVD. STA 234+175 TO STA 240+!75 TYPICAL SECTION : MacARTHUR BLVD. --STA 240t<75 TO STA 242-+12_~ 13 TYPICAL SECTION : MacARTHUR BLVD. STA 242t<25 TO STA 245.,15,i TYPICAL SECTION : MacARTHUR BLVD. STA 245+115 TO STA 2_45+175 / z < ... a. 111 Q < a: CJ 111 Ill -(.J 111 . a: a. a: 111 a. 1-... -::, Ill 111 Ill 0 1- 111 a. 0 ... Ill I £XI.ST. PAVEMENT 70 .BE REMOVCO ,._ -" :t ~~ t~ _/_L_ NOTE.· EA/LJ COA/ST c7r CV-i',O ,;' GUTTeA ¥ SN ATST-<. 247-168-&.2. ANLJ 13£0. co,vsr.o;cA.CD/Kc ,t A.C. Bf/0{/LDER. TYPICAL SECTIOM : MacARTHUR BLVD. STA 245.,7 5 TO STA 248<175 1. -sa· -orFSCT PCR PLA/IF 28 VARIES 8' TYPICAL SECTION : MacARTHUR BLVD. STA 248+v5 TO STA 259-t60 M.I\Clln1'11UR m rn l"/0 "" "" <t I t I I ~ It I ST A. 244•25 STA. 245•95 O~fGIN/1[, EXlS'l"!NG t' !LL/tlA'l'UHl\L co11·r11c·1· " 1 ~ 40' REMOVAL SECTION @ C4NYO/J Alf'EA rn HO ,vore _. · I-CONTRACTOR. TO NOTIFY TIie SOILS fJ.IGINEE;,: P!flaR TO ee&/NN/,VG': Or. ·cc;NS l?'f/CT/0/J e-SO/LS cNG//JEEK S'/14LC. ,!JETEJfMr1VE Tfle AC7Z/,4t. /?e,MOl/,4L A,CE,4 9" OEPTH ;:'If/OR TO AND OL//:/N6 C!t/E/'.'-EXC. O?E;&777CJN PREPARED IN THE OFFICE OF D O.C.S. BENCH MARK 35-21-70 Construction contractor agrees that in. accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for NOTICE PRIVATE ENGINEER'S N.OTICE TO CONTRACTOR ADAMS/STREETER ALUM CAP 0.9 MILES N'L Y ALONG MacARTHUR BL. FROM SAN JOAQUIN HILLS ROAD 52' E/CL ANO 9' LOWER THAN job site conditions during the course of construction of the project, including safety of all persons California Council and property; that this requirement shall be made to apply continuously and not be lilflited to CIVIL ENGINEERS, INC. 17981 SICY PARK CIRCLE, SUITE M ,. . - -CONSTRUCTION--NOTES-&Q-UANTITV ES-TIMA TE (D1---0- 0 0- ® ©- 0 ©-- 0) 0SAWCUT AS REQUIRED & REMOVE EXISTING A.C. PAVEMENL SAWCUT AS REQUIRED & REMOVE EX! STING CURB & GUTTER-. SAWCUT AS REQUIRED & REMOVE EXISTING CONCRETE SlDEWALK. RELOCATE EXISTING TRAFFIC SIGNAL & PULL BOX PER-SHEET. RELOCATE EXISTING EDISON POWER POLES PER SEPARATE:PLAN, ,I: PEl':t-11T EXISTING UNDERGROUND TELEPHONE CONDUIT TO BE ABANDONED_JN PLACE,VAULTS TO BE REMOVED. CONSTRUCT STREET LIGHT PER SEPARATE PLAN.,/ ff'!ZMIT. CONSTRUCT CUT SLOPE PER PLAN & TYPICAL SECTION. CONSTRUCT FILL SLOPE PER PLAN & TYPICAL SECTIONS. @)-- @ COLD PLANE EXISTING A.C. PAVEMENT AS DETAILED IN TYPICAL SECTION CONSTRUCT • c,,41 ' A.C. OVER 0-15 1 A.B. OVER I-101 AGGREGATE SUBBASE WITH S.C. 250 PRIME COAT. @-CONSTRUCT VARIABLE THICKNESS A.C. OVERLAY (V' MIN.). @f-----CONSTRUCT CONCRETE CURB & GUTTER TYPE A2-8 PER CALTRANS STD. PLAN N8-A. @--CONSTRUCT 4" THICK CONCRETE SIDEWALK PER CALTRANS SPEC/AL Pl?oV/S/ON uB" CONSTRUCT WHEELCHAIR RAMP (CASE E) PER CALTRANS STD. PLAN NO. N8-B .. @--CONSTRUCT 6" THICK CONCRETE EMERGENCY ACCESS MODIFIED DRIVEWAY (W=20 ', X=3') PER CALTRANS STD. PLAN NS-A, DEPRESS CURB FACE TO 4". @>-_---CONSTRUCT 0-4/ A.C. SHOULDER OVER 0.75 1 A.8. PER-lYPICALSTREETSECTIG1l. @--CONSTRUCT O. 5' TYPE B1 .·A.C. DIKE PER. CALTRANS STD. PLAN NO. A73. @)1----CONSTRUCT 18" RCP ®--CONSTRUCT 45" RCP 2000 D. 1350 D. @>-----CONSTRUCT 45" JACKED RCP =-3000 ::::-@= CONSTccza"/?cP -_?0000 @>------CONSTRUCT RCP./C.M./? COLLAR D. PIPE" 70;.IA.yE r°AC70r?Y' /NSTALLCD e"GROUT PLUG'S 4'-o~o.c, ,P S7AGG6RED AT 2ek 0 ANGLES. 0-@>----CONSTRUCT LOCAL DEPRESS ION PER C'.AL-TIZAI-J5 GTO. 0-,e, ®----CONSTRUCT JUNCTION STRUCTURE NO. 1 PER CITY STANDARD 310-L. @1-----®-(§1----- CONSTRUCT 54" CMP RISER & OUTLET STRUCTURE PER DETAIL. EXISTING STORM DRAIN TO BE ABANDONED IN PLACE AND FILLE'D PIPE TO 8E REMOVED TO 3' /-.VN/Mt,JM. DEFT#. EXISTING HEADWALL TO BE REMOVED_ - W/TH /SACK SLURRY SAND. e-STORM DRAIN TO BE PLUGGED vl!TH BLOCK & MORT.t\R. ,'_Q5°TH_-'CK MIA/.) d/lL!..EO_f!l/5LV/i'R'J'_5'4ND @)L..----CONSTRUCT JON 18" CMP: 12 GAUGE @--"-caN.ST/i'VCT TY.PE-OL c:;4TCh'B4S!N .PER CALTri'ANS .STL). D?Z';L-./4.o' @-CoNSTRucT _TY/:?£_OL C4TCH .BAs;N_ -P£R C-1L TRANS sra orE~L-=21.o" --~:=sr BROW Dl7"C/-I PeR OE:TAI{. .SHeeT ,; --@ -1C.oNST TYPE: OCP //vZeT PER CALTRAN'.S S'TO. O 7.S r;',l:4J N/ OPENINGS ()N c SIPES ---@--cWNST CONC. COLLAR Pc:R CITY .ST.o. 3/.3-L • - -@ -:C.GVST. .SLCJPE: ANCHOR PE,<? C/7"Y .STD. .3/4--L *NOTE: THE FACE AN6lE r'LATE SHALl /JE CON.ST. PE.R CAL.T/?AN'S STO. ,0-74 1 IVOT STD. D-7Z I l CUR~~C~ t -(\J , _ '_PROPOSED _ r eace of pole . ' . - -:s'5. ! . < P'OWc:R POLE-~-S7A7ION_ __ ~&R . . . •--. £DISON PLAN --,-. . . . . ' -d' £'el':AR4 're mm 1r --(\J . . . . . ---- . . ,;_ . . • .. ' . } . , . ' . . 84CI< OF WALi< rr.,,.,...o~ ~ ~' • 0 ..-P"v'o .. fl'/ 'I-(,i -' ------------------~ 5' s' -----' , , IZ /0 IZ . . TOEO, SLOP. TYPICAL SIDEWALK TRANSITION AT POWER.POLE ·1 NTS 25,865 SF 190 LF 1,830 SF 2 EA 13 EA 1 EA 8 EA 5,175 SF 58,020 SF 25,345 SF 1,345 LF 15,090 SF 1 EA 312 SF • 9,100 SF !, 19 5 LF 9.?QLF Ill LF ', ; 40 LF, /42 LP 2eA. eoosr 5 EA 1 EA 6 EA 6 EA 6 LF C:EA. 3EA _ .5GD LF / ,:',4. /£,4. /EA APPROVED: FOR CONCEPT & ADHERENCE TO CITY STANDARDS & REQUIREMENTS ONLY, THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS & ACCURACY. APPROVED (i)O..Q L,.9.at)l CITY ENGINEER IMPROVEMENTS FOR: MacARTHUR BLVD. R.E. ND•-""-'-"":--:-- DAT DETAIL SHEET THE • BLVD. IN THE TOP OF A CONC. HEADWALL. normal working hours, and construction contractor further agrees to defend, indemnify and hold of Civil En9!noor1 design professional harmless from any and all liability, real or alleged, in connection with the &landSutueyOt/ performance of work on this project,. excepting liability arising from the sole negligence of design professional. CONTRACTOR SHALL VERIFY ALL CONDITIONS ANO DIMEN- SIONS ANO SHALL REPORT ALL OISCREPANCIES TO THE ENGINEER PRIOR TO THE COM- MENCEMENT OF WORIC. The existence and location of any underground utilities or structures shown on these plans are obtained by a search of available records, To the best of our knowledge there are no existing utilities except those shown on this plan. The Contractor is required to take all precautionary measures to pro- tect the utilities shown, and any other lines or structures not shown on these plans, and is responsible for the protection of, and any damage to these lines or structures. ' 'IRVINE, CALIFORNIA 92714 • PHONE 714•250•1540 •,' /-Z.,,£,7{"~r""i&" •• . l/-,i?/-B4 DATE BY DESCRIPTION APP'D. DESIGNED DRAWN • '.lriE:GrJ,,[_:HALLADAY / n.c.E. 38524 DATE I---L _ __! ________________ __1_ __ +=:;;;;-;:;:;-J_.J_._rn;rn?--T-s_.a_.7 CITY OF tJE\'JPORT BEACH R-sr.,c, 7-s ELEV..:. 185.81 ADJ. 1Q76 CHECKED DATE G.L.H. 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' • " •-Ii~'<"" :o.· 'j'J!tJ.'4 r.,--,vc· -'·--290 tc1 •• w ... , , ,, .-., ••••• , •• JC,.V.:, ' ' -Ct/;£ c:ATA ' § 234 -/ 1/ : 231/ • ' • • • e ./ 2Y ! l--: =::; F • • ' ' • 5j C CONST.,CTll>• ,oT:., ' " ; ~ 241 ' ,•o ' ' ''-.,_, 243 • cc ' • •-\ \ • •• ® © ® ® L1 R L T 80°46'22" 37.00' S.2./61 31.47 1 ✓ g (\j {g/;1 IF/ // ;/ "; ~ --~--.< n ,y ~ (01-----SAWCUT AS REQUIRED & REMOVE EXISTING A.C. -P-AV-E--M-E-NT_. ___ ._c:..,c_;_:_.::,.c:..;cc::__:::..,:..;:.:_=-."-@"13~'"-"-_-"_'--_"-_:c_~-c-o"·N~.S-TR_U_C_T_C_ON __ C_R_E_TE Cu_R_B & GUi-rER" ~~~5:A-2--; ;"~{~;L~~s e:::.c Pl.faN_N8-A. \" ----~~-----///' __,///,:/// / /// __ _,/Jc-4~0:----"1 i \ \ '\ \"'- , / r\J g;· ><: / £:/ / .""\/l-j-J();::.. -. -/ J ©-SAWCUT AS REQUIRED & RE/v'DVE EXISTING CURB & GUTTER. @-CONSTRUCT 411 THICK CONCRETE SIDE\·/ALK PER r:.1\•Af?.Ai-Jf; .:;;,;:.:.CIAL. PflOV!'510N "B". -----___ _ _ ././ ,// // ,,,,.,/ ,,,/ .-o;:: ·--iJ\'· -7 ·,..£~01'1 ) \ '\,, ~-,"---.__"" -, ;' // ,!/ "lf')' • r 0 (i;\ SAWCUT AS REQUIRED & REMJVE EXISTING CONCRETE.SIDEWALK. @ hc\___I.G CONSTRUCT WHEELCHAIR Ri'MP (CASE E) PER CALTRANS STD. PLAN NO. NS--B. "-· ....... --.. ____ ..... __ //_,/ ,,.//,/~,/•://// /,1-<tiPt£/~_;_.,,,,__--±__z".~,>i:'.:•·•~-\0~-•-., •_,,,~'-,,...__ __ ~~~~~ 22°37,12 11 7;:::001 3a4o_, 1s.14, / / , ~-<.:Y""'--RELOCATE EXISTING TRAFFIC SIGNAL & PULL BOX PEK7RAF/:-"/C51GNALPLA/J ~ CONSTRUCT 611 THICK CONCRETE EMERGENCY ACCESS MODIFIED DRivaJAY-(W::20'~ ,,,---, • ------, / / ·½ ~ 22°37'/2 11 53.00 1 20.92 1 /0.60 1 I i '~ I FJ \ C : ) 0 ©--;;~i~;;~~;~;;~~~u~~I~~:E:~~~: :~~~~l~E~os::::D:: l:p:c::'.TVAULTS @l------:~~:~R:{~ ~:~T:S--~~p~ NS-A, DEPRESS CURB FACE TO 4". :_~ •••• ~.· .. -~--,,, _____ --~--//L//:£;~fjlt.:/;~,N N ... O'~S~ . .J1~: ~/,DES/LT\•-;± ---·--...... ~--=--=:~=~= l/0 2B'42n 23B.00' 47.68' 23.92' <.a / 0) 0) <.o \1 \ \ ''. 1 G ,____ W'·-·-CONSTRUCT TYPE OL CATCHBASIWPER::CALTRANS_-srANO:ARo~-:o?Zi~,:;/4:0':_~-,--~ , N ✓1· T -... ~- 1 \ \ \ ', \ ! C ' 0 CONSTRUCT STREET LIGHT PER SEPARATE PIJIN 4 f'E:~fv\lT J--~-----1------'_ ------~ ----,C,?!Y'R d /,V A.IS,,.,..., .... voN ~ t)Gfl'IILS -BAS/ \ -------------- \ • \ \'. I f\: ©--@ . CONSTRUCT LOCAL DEPRESSION PER::: cALT12AN'S> "'fl:), 0-,e, •• -----·--; -----·---..... / //-----------7 '?----+ \ \, --------,,.-~·" I \~~~-,\~~:::;=·':... __ _ ® 8 ~~~~~:~~~ ~~LS~~::Ep::/~://~~~~;~Ls:~:~~~~S. @-,CONSTRUCT JUNCTIO~ STRUCTURE N0.1 PER Cl1Y STftNDARD 310--L ! ---~"'---------. , "• ✓ / ,-. 'JV/ \ '\_/-~-----::=-·::: *"' _ , -.;-,,_~~~--·· .. -@-COLD PLANE EXISTING A.C. PAVEr-ENT AS DETAILED IN 1YPICAL STREET SECTION. '@--EXISTING STORM DRAIN"To BE ,');}.'NOONED r'N PLACE PND F/~Lt!'D W/T,'{ /SACK SAND: , \~.-."~--:------, ,..2-0_ .. , ,~':l _ ... / ...______ --. /<:"' ___ -1-_-\-~~~ .. -----, ·-·-----.... _ @;-----CONSTRUCT 0·4' A.c. OVER 0·1'51 A.B. OVER 1•!01 AGGREGATE SUBBASEWITH '1@1----St..URRY. .PIP&To.Be RE"MuV&DTC> .3"0£PT#. ' ;,u77_i'_?~).) 1.kA -Ii --~ -_\ ,'r •• - - ' .. • ,/;, .. ~'f~O)U .... ·.... '•, _ > ,:::C-... "-:'°------. S.C. 250 PRIME COAT. _ 1 40• (:;;\ _EXISTING HEADWAL~ TO BE REM~VED __ _ . . , . __ _ _ _ ___ -· ,) ;' .. !2'~ '.; >< /f! ,\ a 1:,. ) // CV ' j •-¾ ~ ...__ _ __.. /" il/40 '· --.... -@--CONSTRUCT VARIABLE THICKNESS A.C. OVERLAY (211 MIN.). .----_,.,..., ~STO~ DRAIN TO ' E P'LUGG€.D W/T;-/ BLOCK C MO/A-i_' a;,.s:7k"/C,.rc;M1N.~ / 1/ c:. --' ' ~~ 16 ;.0 ---CV -1-~ ..,._____ / , / .c:__-111.,..Jl~"...JI--------------------- _ CA\ TRANS R/W ==-,, _ _ ____ -_ , / 7 ~ • I _ --;-_ ,C, 1il I II 1 ~ ',!: "' ' '-, --t-~ _,-¼ -I I '" lU • : . ••· \ I . 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A~-'.-,""--+-.'><.·."•-:'i"•.:;,X / / , /□ / --'--•--~-'-I I .,•: ' " -~--=-' • ~ / <::/-, I _;-'-·' ', : •1 ::: -'-• .. \, ~ ½ \ I i 1· : J. ll It' ,,U , \, ··;--.L '-...., 'i ,,_...oQ 14 -- \}'/:~\··' \lr. gt ' ..... ,'. ; : / % ~1R&s/oe-~✓~ o'",,.~-l!JJl-="_==_"w~~=°l"NB·1,==.::.=~_~-"""' ' ~ -:f't?8. P/flfCISe.6,fADING . ..PLA~ /\:~ .: --;:;.11:::"~/~· ,/ ' 'ASc. 5,vr_.....--" • "~ -" .RB!iCISE: 6MDIN0 PLA~ ~~ --~~ ~-I ~ti! .. ~ --~-------· ~----........ ///" // /• '~\\ \ .. , ·. C 11 \•.. .' i ~ . t OD~~~ 1 ~ ~------~ ----~~~(>" •, ·~ ',, ··~N---: '-.~GZ:'¾~ • ,_,,0/// ~~: / ,/ / ,: ' .-, r~!-~~-,-'\!J~ '~0~ I \XJ \ /)</ //~ .\:, o ··,l!l., ! ~ ~· i::,..... ~t..-~Qj ... ~ .. ' ..... t ----.... , \ ~1; • .. ,,•it:~-.:7T"'_;:::z:;,~· .. ··\:·.(/ -~~-,---{il-,-----· __ .. _·_ ---~·~t ·~--'3 1J ____ ._. ___ ~tlJhl:-~--··. , / / ///;'!/;;;:~ \ , ••. • • • ' i l._.(j /,.-·(\J ..... !>J(ljL-------.-,. ,;:,/\\--{ \ N~~:··' ·._,: ) , / .... •~/· )';,..:;". / /; -...,z; ,'/) , ...... , .. ;"(i r-·,·· •: . /.. _J""\.j '] ,I , /(. ' \ 11)! fj~ 1 _ i--;( • ' -' J.,,,...,,..v"X ·.. , / , ;/ / • / /f;/ /-;,;;;/ • : ·, -·:. 1. ,. o::o :, C()\i ~ ff' /~~r~;i; • I\] , .... , .. ,;:,.~.n':::"' ~ --, .. ,,,.....--.'·•::--.) .. (,....,-';JG-::._ ~•l'd. : .. --.?:.;; .. , ,.,::r .. ,-.. = .......... ---t\J\J ,:._ . ,) i \ i..~~" ~,. .ii) ••. l!Hll<I)!..¢,,, ..... "' / ///··< .. ,,.;---.. ---::::=: .. \",.LL :; t· . ,. ..... ... .......... ....... ·'-. ./; • . . .......... . . !!i /fl 'ti ~ ' /' ' /;,.•.•··••/•/'//'/ , c / ,d_ -/ '--._ / / / ''-/'-/ ' \ ,; // / , ; -'/'/ _, / ;/ / / // ', .. 1 \,, i Ii: 1 ·1 , ".----,, ~ /;/ r,.ri-1.)('·J·:·· ... (r.,,\:~r~s·~--~ r'..i,, li, /~'> ///// • ;_..zoo/ .,,>,,/;>,/ (';-') 1 • (/ , •• --/ ,,-~ -· · , ·~. -=·/);. ~ □ .: / i~ -~'vA>v,<, : , /~T ~J,,v/·i :PP~OVED: FOR CONCE;;'&<::✓e~E:C~o' c;;: s;;N;:::~~~ ;:a~~::~:T~/ ~:~: 'l .. , //' I/ ______ , ~. -'--:;-_L 1 . i ,/,{ ·\ )'')_ , \ ~-... "( '· ,,.( ··,, ,1 / ,/ .,-',,./ ., ",· '"'., .. i-....:._IL 1 !, ,,.!.,:;, 1 r /✓/,:-' .'? ,•./_,.··.~·,,("': '-,\.,:~ ~-... ·· ---.-T~ECITYISNOTRESPONSl~_LEFO_RDE_Sl~N_A~~.U,M_~?IO.~_s_.~_ACCUAACY. ,: O.C.S. BENCH MARK 3S--21--10 ALUM CAP 0.9 MILES N'LY....-AiONG MacARTHUR BL. FROM SAN JOAQUIN HILLS ROAD 52' E/CL AND 9' LOWER . THAN THE BLVD. IN THE TOP OF A CONC. HEADWALL. ELEV.: 165.81 ADJ. 1976 Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole .and complete responsibility for job site conditions during the course of construction of the project. including safety of all persons and property; that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and ·all liability. real or alleged. m connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. California Council ofClull Engineer, e. land Sun,eyor, NOTICE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMEN· SIONS AND SHALL REPORT. ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COM· MENCEMENT OF WORK. PRIVATE ENGINEER'S NOTICE TO CONTRACTOR The existence and location of any underground utilities or structures shown on these plans are obtained by a search of available records. To the best of our knowledge there are no existing utilities except those shown on this plan. The Contractor is required to take all precautionary measures fo pro• tect the utilities shown, and any other lines or structures not shown on these /\ plans, and is responsible for the protection of, and any damage to these lines or structures. PREPARED IN THE OFFICE OF ADAMS/STREETER CIVIL ENGINEERS, INC. 17981 SKY PARK CIRCLE, SUITE M IRVINE. CALIF;~7R IA 92714 • PHONE 714•250•1540 ~ r0' J,~' I ff i ,,,._i!r.q/-, :,Re'°~ L /IALLADA'tf R.C.E.36524 DATE DATE BY APPROVED '\ CiJll_GJffQ/L CITY ENGINEER E No 16791 Rl . _ _,,,_L,-;c-,L_; __ _ DAT" " • 2,1,J l<t[:/'=, ~ PLAN AND PROFILE OF IMPROVEMENTS FOR: MacARTHUR -BL VD. FROM FORD ROAD, STA. 234 +41.43 TO STA. 245+00 DESCRIPTION APP'D. DESIGNED DRAWN u'u' T.S.B. CITY OF NE\"JPORT BEACH PUBLIC WORKS DEPARTMENT REVISIONS CHECKED DATE G.Llf. JOLY/9B4 SHEET 3 OF )5 81-142 u] II ;, s --p ~ C .,... r:: ;-c ,.. f :: ;:: I I I ''' 0 JJ ~ < z G) z C J,, / -+- E§ - -·--·. ' _--,,.,f~_'.::::::::: -~ ·• -y 7.a=,:;;. -·-·· •· ···• I~( .---• ·:>-______ • O.C.S. BENCH MARK 3S-21-70 ALUM CAP 0.9-MILES N'LV ALONG MacARTHUR BL. FROM SAN JOAQUIN HILLS ROAD 52' E/CL AND 9' LOWER T~AN THE. BLVD. IN THE TOP OF A CONC. HEADWALL. ELEV.: 165.81 ADJ. 1976 -.-E:L_:_1,_ ! ' ::::r:::. .. j. .. . -b I ... -=I=--.. L.... . .. . ··--·-+-·-----r--- :"::......._ . :.~ . . ... . + • ~~ -,---=-I= . --- Construction contractor agrees that in accordance with generally accepted construction practices, construction conti-actor will be required tO assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons California Council • and property; that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to de°fend, indemnify and hold 0fOvH Englneer, design professional harmless from any and ·all liability, real or alleged, in connection with the &landSutv,iyOt/ performance of work on this project, excepting liability arising from the sole negligence of design professional. -···" NOTICE -CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMEN- SIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COM- MENCEMENT OF WORK. == PRIVATE ENGINEER'S NOTICE TO CONTRACTOR The existence and location of any underground Utilities or structures shown on these plans are obtained by a search of available records. To the best of our knowledge there ar,e no existing utilities except those ·~hown on this plan. The Contractor is required to take all precautionary measures to pro- tect the utilities shown, and any other lines or structures not shown on these plans, and is -responsible for the protection of, and any damage to these lines or structures. ~· . , T ----~----·r·-··, .. ----3.=' .. ~ . . . r -·+---; +-·-· !--· ...._ _..,.__ .,: __ _ · .... _,..... , ..... --,.- i .. L .. .j. .... •.. • ~-:r~ -r-:-,-,-_@-:¢:=·r=" PREPARED IN THE OFFICE OF ADAMS/STREETER CIVIL ENGINEERS, INC. 17981 SKY PARK CIRCLE, SUITE M IRVINE, CALIFORNIA 92714 • PHONE 714•250•1540 ~~ //-/.:!-84 -<,;zacG'",i'3EE~~-,'GG=L.=Ha,cA .. LL""A=-D"'A"'y"'/°"".p--,--R.-:-C-:::.E-:. 3:cSc:5:-::2:-::4 DA TE DATE BY DESCRIPTION REVISIONS ------------ =t= ... ,__ ... ..-; APP'D. APPROVED CQ£1J1)Jl CITY ENGINEER I\.E. NO. ~1~6~7~91~--,:-::,- DAT~·t """,J • ,,, Q ~ DESIGNED J.J. CHECKED . DRAWN T.S.B. DATE dtlLYl.984 .. ---, ... •------,. --· =II --- PLAN AND PROFILE OF IMPROVEMENTS FOR: . ·MacARTHUR BLVD. CITY OF ~JE\"JPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 4 OF 15 81-142 7 " -~ ~ T 2 r~ s -c: 2: S1-__ _ I I , " I C O.C.S. BENCH MARK 3S-21-70 ALUM CAP 0.9-MILES N'L Y ALONG MacARTHUR BL. FROM SAN JOAQUIN HILLS ROAD 52' e,ci.. AND 9• LOWER THAN THE • BLVD. IN THE TOP OF A CONC. HEADWALL.' ELEV.: 165.81 ADJ. 1976 Construction contractor agrees that in iccordance with generally accepted construction practices, construc'tion contractor will be required to as!'lume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons California Council and property; that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agfees to defend, indemnify and hold ofOvtl Englne?ei'l design professional harmless from any and ·all liability, real or alleged. in connection with the &landSurveyou performance of work on this project, excepting liability arising from the sole negligence of design professionaL NOTICE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMEN- SIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COM- MENCEMENT OF WORK. PRIVATE ENGINEER"S NOTICE TO CONTRACTOR The existence and location of any underground utilities or structures shown on these plans are obtained by a search of available records. To the best of our knowledge there are no existing utilities excep.t those shown on this plan. The Contractor is required to take all precautionary measures to pro- tect the·utilities shown, and any other lines or structures not shown on these plans, and is responsible for the protection of, and any damage to these lines or structures. APPROVED PREPARED IN THE OFFICE OF ~v~~N~~/e~l1~cEETER ~fµP)J 17981 SKY PARK CIRCLE, SUITE M R.E. NO. • I 6791 IRVINE, CALIFORNIA 92714 • PHONE 714•250•1540 DAT-·c '2.-q /99'f ~/L~ -_----//.::eFK4. 1 DESIGNED DRAWN ~GL.H-4LLAoJY a.c.E.3Gsz4 DATE 1-D_A_T_E_,__av_.L_ ______ D_Es_c_R_1P_r_,o_N ______ _j_A_P_P_'D_.-1-~--=J'-'.J"'.'--l-~~T.~.=s."'.B=---1 CHECKED6'L./i. DATEJULYIBB4 REVISIONS PLAN AND PROFILE OF IMPROVEMENTS FOR: MacARTHUR BLVD. FROM STA 257+00 TO STA 25$1+ee.62 CITY OF NE\"JPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 5 OF 15 81-142 I i I I. I ! ' f ::-i j · .. r: : c, < ·' '1•···"·-• ~-.-. • ' . ·:··, I I-··· •• ·"••--+ ·...:: "'' - ,_ ____ ,,_ : "'. ·-~ ·····-··r-: .. '------ _--:-= -• _ _j_ ::::J. ·::·=E~"-~----·-·--. , .. , -· - ,.... --, .. ......., .. --+---- == ... --+-.. ·· ... ,.-4 . ·-· ··:J: ... -+ -~&a:~-1 ~H~~ ·_ -'.:§ cc=!=,~ • ::.=r--,-; : .. : l ccc-+cc.. -=f: i:= .,.. . 3+00 4+00 5+00 CONSTRUCTION NOTES CiF CONSTRUCT 4511 RCP -J:550 D @>---CONSTRUCT 4511 JACKED RCP -.3 000 D. PIPE TO #AVG' r'"AC70RY IN.57ALlE,O e"GROUT PLt..lGS _4'-o''ac.J STAGGE1?£DAT22t2~ _ ~ coNsr.f't/CT R.C.P. / C.1H~ COLL-AH (§f CONSTRUCT 5411 CMP RISER & OUTLET STRUCTURE PER DETAIL. ... .... I I ... •. I ····-+ .. ··---- --r------• --i,, -, -1 • ··r ·:·1 . • -·•. -+· .......J =--+=-+=. •······ -· • .-,..... .... . ··t=-:: +------l--- --~---:i :-1 - :j:=i.i~ ···=-;1--• ·+.-.. ~ ... • •. , c-: ,. r·:+ -, --i--•-·· t·--,i·· -··-• .. , ... -• .. --+ ------4 -±"'-~~~----•• ~- --,... .... -, -, .,. -,- ----+ ..... 1 I :1 :j : .... .; L -1-=: ... ., ~ .,. t F-· ~ ···-+-·· I -- ,~-i • I - .--- ::_.:... ,. .. -=-- --1 ·- _____._____._ ----+-··---t ·--·r·· ::.......,_: ---'--:;;:, i ' --·!·_ ---r_ ·::~ -~t= t: :,.:£:.~ --· +----··--•• .. .j .:·::~ .. ,~----~-·:.~:·:--:::::··.:f=. _r= .1 ~ • ··: •=--·-· -i- 1 ·-.; . -! -, --:'. .c:::::t·"·t • +------r----: ~ _:·: , t r- t -·· • ' .... -, . ... --.... ·-- 1 ..... t.:. . .... ---.-=r ....... ±. --.- . ..:-....... :::. t: • ------· _,_. -·:C.'"'~ ~-~+-~:~~.;:__~·:·:~ .,--•• ,-~ ... ::-=-:·:-·=:+--: :=t:::-"' • cBAR I/Z✓X2 11STEEL.. STRAP WITH 3/8hBOLT , GRATE ASSEMBLY DETAIL 1---; Z'Ml/\1. FROM EDGE OF CM.P. : RISER TO TOE.OF 3:/ SLOPE _ --........-· .•. -- -· -, .... ....1. ... : ____ ...; ...... _ _;__ .. -·1 .... , .. -··--------.• ·--~·=iL:_=t:: .... _~::~:.T··::;~f<::~~~-•--• ! . , -1 r .. ~=:~_:E:__+-.~~-:~- ··f· .. 1 ... 1.. l ~ -f i: --+--------' I t ·:j· ,L_ -:=t. -, . . , __ ____ ;:._:::· l • t --i -1 . : ... J ·--:~~~·:.- --: -. ·,--.·:E· ::_._ ,-,&_,, --+--··· ,-+· ... ....;...... .. .j .. ! .=---1 •• -- ::-· ~.:::;:_ • ·t . ·--. ·t ·• ·------l -· -· i=:-~-; .... ; • ··---t _:;]~~:~::J---• ... · =:.:~~>:-.::t:=:=t _-:~L __ ---: ; .... -----t:::: ... r-·~--::-:: -··-::..::;..:....::·::-;-·:· ~ ... : -~ r ..... . • """;.:_ __ _ -+--• ,-,. .•.. -,.. . - ____ .. ___ "'""" '. ~-T . . ·-. ;.~:=: .. ·I:-~ ·:; ,. __ !-_ -=;-_ .. :~-~:~---·:+" ·--:::;=:__.' : : ., ---+- ·j:__:::-;_ ' • •··•· 1 • e '"i ±:._ : .. __:;-.:-: .... ~::. ==t::.:. " --1------~·,---< -· @'--=8.::;:~:..:..=0.:.:W:...N=~;.:_l.:..:TC.=.='H~t)::.:£::..:..:7 A:;:;l:..:L:... S'-o'' S'-o'' .J=-. , --s--•• :_f-----:.:- 1 ···--t- --- .:L _ .... ! . " ..c; ~&.;j,:,~~~ ,b ~ j::~:;~·:~C --~;--·.a?.:a;e ~-.. ·. --~-- t .. ·-• .. ,____.__, ___ + ·--..... ,-... .... j ~-L ----1 , .... _ .. , •• •--I--••· J: .!--'":__ __ _ --1:=1: -,., . ~ . -·1 :-: -.::-: :·::=:::t. j:-.. ·-. .j 1. ·---l ' : ----,., . ··; .. ,J=.:; ,~: ·•• _____,____.__..---i--Rl __ j .~. ,, -.: .. :....i:···:_-.:::i •• --'-~ .:...::::+-··"· ___ ,__,__ -~ • :_j__ r :--_J:_:- •· :i: ,." ......... t '.--c,-c._7 ±· R.C:P.-/,C.M.P.. ·coLLAR DETAIL@ N_.T.S. 0 "' ~ !:::: O.C.S. BENCH MARK . ,, . ALUM CAP 0.9 MILES N'L V ALONG MacARTHUR BL. FROM SAN JOAQUIN HILLS ROAD 52' E/CL ANO 8' LOWER THAN THE • BLVD. IN THE TOP OF A CONC. HEADWALL. ELEV.: 165.81 ADJ. 1976 ·' Construction contractor agrees that in accordance with generally accepted construct_ion practices.-'construction contractor will be required to assume sole and complete responsibility for job sitei c_onditions during the course of construction of the project, including safety of all persons and propeity; that this requirement shall be made t9 apply continuously and not be limited to normal Working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and 'all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. ·' California Council ofOvll Engineer, & Land Surveyor, NOTICE CONTRACTOR SHALL VERIFY ALL CO~DITIONS AND DIMEN- SIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COM- MENCEMENT OF WORK. 45 /AIL.ET APROJ..I 0£TAIL ' ' 54 11 C.MP. RISER .DETAIL@. NTS ( SEE S/IT. 4) ·' APPROVED: FOR CONCE:'.PT & ADHERENCE TO CITY STANDARDS & REQUIREMENTS ONLY. PRIVATE ENGINEER'S NOTICE TO CONTRACTOR The existence and location of arly underground utilities or structures shown on these plans are obtained by a search of available records. To the best ':)f our knowledge there are no existing utilities except those shown on this plan. The Contractor is required to take all precautionary measures to pro- tect the utilities shown, and any other lines or structures not shown on these plans, and is responsible for the protection of, and any damage to these lines or structures. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS & ACCURACY. PREPARED IN THE OFFICE OF ·ADAMS/STREETER 1-----+--+-----------t-----'IA~{,Jjjp CIVIL ENGINEERS, INC. 17981 SKY PARK CIRCLE, SUITE M 91 "' "'=Ve,.<=.tsMAC<S. AT CITY '"'' REQc\ee,T. RJ,1/ IRVINE, CALIFORNIA 92714 • PHONE 714•250•1540 117/,;, J:T. l.!.> ElRA.V-1:»-es,eci:-c,-PA~ED ~ 1 R::,,so s4_,,.<' r-'.?_ ~ // //4~ / 2. -84 DESIGNED DRAWN ~rp;~ 4 , ~ DATE BY DESCRIPTION APP'D. ch./. T.S.B. GRe'G"G' L.. f-1.. 'ALl.ADAY R.C.E.36524 DATE 1----L--L--~--------------L--r,;:;;;:;::;;:;;----f;;;;,;.----'-j CHECKED DATE REVISIONS GLN. uULY,t9B4 CITY ENGINEER R.E. NO. 16791 DAT" • 1 ' 2.9 .fl&,_ - STORM DRAIN DETAILS MacARTHUR BL VD. CITY OF tJE\:'JPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 6 OF )5 81-142 / c.:; C ti jj > s ... .,J z m ~ C " 0 3 f •"-, ,/ G; z C ~ [O rn JJ ;:=;'------~ ~ 1=•---· -, t_'. : 6: ' --r CJ -R o ' "; r § ;.; "S'. ~ ~ 6 _..,-,(1 --------~ I . g ?;O'V.C... 1:'\.=1~4- ~,'? .r-to EARTHWORK QUANTITIES - - ---------e-, . .i-r C.Y. PF!..t:=:u~T ~INC::$ l'C:::. % ~AJ~'E=. ?;;, , r .;::c.:.:c:.., t:=>. l ' ~w.~rDENc...E:. 7"bT ,6,!_S LIV\..Fb<2..T = 7<...:.:,c:;::;.. c::..-.y. _-___ -_ QJANTITIES ,. 4-C>e, L.."F 1..-\ ~ 1(\./e,_ e,,4So '=>F ~-4. ?80 LF ''="· 140 LF O.C.S. BENCH MARK 3S-21o70 ALUM CAP 0.9 MILES N'L Y ALONG MacARTHUR BL. FROM SAN JOAQUIN HILLS ROAD 52' E/CL At(!) 9' LOWER THAN THE -BLVD. IN THE TOP OF A CONC. HEADWALL. ELEV.: 165~81 ADJ. 1976 G::,' ~l&t-\. c..L-. t=eJ,..JCE:. FER-~~ ~-tJ.~ .,c,..,.7&-,A.,,,. c.' >--l16t-\ x. ICo W<DI= C..L. e,,,q-e, feR G>-L"Ti'-ANS 'is{O. N'-A7e,--A. . ?,''Ac/ 4-N ~ PAVG..,V.,..e.AJT o=,J\.JC. l=>f.2.0W DITCH AC 0WALE--• -· . . . Construction contractor agrees that in accordance with generally accepted cpnstruction practices, construction contractor will be required to assume sole and complete respohsibility for job site conditions during the course of construction of the project, including safety of all persons and property; that this requirement shall be. made to apply continuously and not he, limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and ·all liabil,ity, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. SECTION A·A HORIZ t"= 40' VERT t"= 10' California Council afCMI En9lnee11 & lend Surveyot1 NOTICIE , CONTRACTOR SHALL VERIFY ~LL CONDITIONS AND DIMEN• SIONS AND SHALL REPORT ALL DISCREPANCIES TO .THE ENGINEER PRIOR TO THE COM- MENCEMENT OF WORK. ! 16' o/AC/4"Ab • SECTION C-C NTS PRIVATE ENGINEER'S NOTICE TO cot~TRACTOR The existence and location of any underground utilities or structures shown on these plans are obtained by a search of available records. To the best 1;>f our knowledge there are no existing. utilities except those shown on this plan. The Contractor is required to take all precautionary measures to pro- tect the utilities shown, and any other lines or structures not shown on these plans, and is responsible for the protection of, and any damage to these lines or structures. -· ----------- PREPARED IN THE OFFICE OF ADAMS/STREETER CIVIL ENGINEERS, INC. ~•AC/ Cc::::.A.A..PACTEO 1-JAIIVE ~fL-... AC -SWALE DETAIL 0 l--1 it' "-~ t 0 Ci ~ a'. tl) w 1 c.e, $ ~ Ci !i) _, /j \.O.%MIW. = !"'>=' d. :, ~~D 45" ~ ~lN PE-R ---<';;,HE:'ET Cc, -L.11-JE. '=>0-L -I I ---t-j---------L-• SECTION B-B HORIZ I = 20 VERT I"= 4' -· Je,G,. ~ <sh ii' lexl-- p ' 1e,2. ~: -\€,c, IG,@,, J I'-<,, - I~ '(1 I <;.4-= vl IG,2. D APPROVED: FOR· CONCEPT & ADHERENCE TO CITY STANDARDS & REQUIREMENTS ONLY. THE CITY IS. NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS & ACCURACY. A?fJMLJJ)Jf_ IMPROVEMENT PLANS FOR: OESIL TING BAS~N BIG CANYON APARTMENTS 17981 SKY PARK CIRCLE, SUITE M ,/ "-ES\ll<>IDIJS MADE AT c~ '-lb ,:_~c=. IRVINE, CALIFORNIA 92714 • PHONE 714•250•1540 7 13/ '-JJ: & <aOAll-~e,, exi:or E!.VEDSWAlES • FO~D• Lb 7,"',/ /?/, OATEJo.,,....,._ z " ~~:fr--0. R.c:ESGS.?4/~z;.;t 1-D_A_T_;__E_L_s_v_j_j _____ D_E_sc_R_I_PT_IO_N ______ j__-lcu;.;c;m',--t;;. REVISIONS $7;:t~ DESIGNED DRAWN APP'D. CHECKED DATE TRACT No. 12105 CITY OF ~JE\"JPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 7 OF f5 -· 81-142 l-'- I I· ' .f • I \ ) I U: r1, .,_I ~ /_ GJ z C • COAIOUCYOR SCNEDUl.E □ I I , . , .. -lu.11_, ' '..'' i' 1 I I I , j cj ., I, , Cl . ,, ' , . . , ' " -, , , ' , .,r, " --j , \P ,, ., j -j ' I, ¢, j -, j j -j --\ ' -, -I , ¢4 -, j -', --\ --; j -', I I ¢ ", • j j --; .... r/J I , , j --\ --', 'j j j (, , , r/J '/ ,, j ¢t\ j .... :=' :', II r/>?P c c 2 4 14 ¢4 p ' 2 c c z r/>b p -, 2 2 2 2 2 2 4 , ¢hi-' c c 2 c ~8] CUNDUIT -REPULL /F CONDUCTOR~ ¢ 2 PPB I ¢4 PPB I I I ¢b PPB I I , I ¢fl P?H 1,1,B r'O/N I I • li'(F!J -:; , I <! •.I f I I • N"""' ',1,;r1 r· ' , .,Jj .Jd/ lZ '.:> , , , > ------------------- TOTAl ;',' Z'.:> :', I - - S1y ( 519n Carn I I I II IO Cu/rJJnJ11a ( 2 c >----~· -·-+-· -TOTAL ':I ~ c', L 00!_, ¢/ ¢2 -3 ¢3 -[){/, ¢4 2 2 2 ¢5 c 2 C48LE ¢6 - - ¢7 - 2 111'2 f-¢8 --- TOTAL 2 4 7 --. -#6 5<Z IVIC<Z --- Condu1f Srz:12 (Ex1sr11vG) 21i 21i 3" I I - • I , , • ! • • I • , I ,, 5 - :M :) (..·'(""') Ztl ------· • , , I , , c <' c ::', I :', ,I 2 -c, I --- 2 2 2 2 2 - ----3 3 -2 2 2 -- - - 6 4 4 6 ---- 3" 2" 2 '/{ 3" I I ( , , I I , ( , • ( '.) ,, - l ', I,'/ I ? c :', z 2 2 3 I 2 4 - 2 3 3 2 2 ---- -4- e, zo -2 3" 2-3' " _/) 2-C-! 1-'i ' ' H I I l I ' I '• , • ,, I '" '" 0 0 r -7 c:'50' TO X WA.LK I e--c=~~hl•r'-==- 5-P-/: ' J r 7 s-P-2, , L _J ' 7 ' -.. I 0 ALL CONDUCTO'R5 EXISTING L _ ...J.., ------11 - r ' ' I--, I 2-c-2: : : L _ .J I ', ' -:,_/'_3 r -7 , : c:,-,._ I 111 L_Jlj ~ I I ~_i__._----, N ¢2 A/OTES Ttl/S SJl€ET: \ Ex(st /}z" C, 3-0LC I. C. 3, 4 S. 6. TRAFFIC SIGNAL ,4ND IIIGll@AY t./GH'TING CONSTRUCTION Sh'ALL CONFORM TO ST,4Te Or CAt.lFORN/A ST,4NOARD SPEC/F/C,4T/ONS AND STANDARD Pt.ANS(DATED Ju'L Y '84-) AND Th'E SPEC/At. PROVISIONS. u'NlESS Sh'OWN OT/IERU/ISEJ NE@ INDUCTIVE t.OOPS S/M.tL 8E 6'x6' tl//T/110' SPACING /N TIIE DIRECTION-Or TRAVEL. N€CESSAR-'y'_STR-LRIAIG-S/1All B€-- t.OCATED PRIOR TO POSITIONING DETECTORS {SEE S/IEET 14) NEW CONDUIT S/IALL BE 2'' UNLESS S/IO@N OTHERWISE. NE@ PUllBOXES Sh'At.L .BE # 5 UN.tESS S/./0.WN OT#ERWISE. CONTRACTOR S/IAic. EXERCISE EXTREME CARE TO AVOID 0.4MAGIAIG EXISTING t/Tlt.lTIES. EXISTING C,4{, TR,4NS MODE{, /70 CONTROt.t.ER ASSEMBLY .WIT/I DETECTION AS S/✓OWN ,4/410 M/SCEt.t.ANEOUS At/Xlt.lARY E(?UIPMENT /N MODEt. 332 CABINET. ( I p w ---~----I---\ I CALTRAf\JS -TRAFF IC 5Y AP!='Rol/AL RECOMMENDED 8Y Unl1t1es shown on the µIan are hased on :iva.iloble records Co11tra.ctor shall take extren1e c;:ire In a.vo1d1ng damage to existing ut1l1t1es Contractor sh,1II conta.ct Ut1l1ty Agencies to determine exact location prior to exci1v,1t1on ¢/ 2 ,;, '{/I J I I I I I I ~c-~ 4-c:1 1 .: : I :I : I I I i i ,, ! I I " 0 ~ 0 f- 0 2 I c'. ,o· ju· b 2 \ \ • //l11jr,, \!tJ\". P.P.B. CON- DUCTORS , ' I 1, ¢8 \ ¢6 / / P#dSE-FUA/C T/OIV-SE(;)t/ENCE .0/dGK?AM VEIi/CLE le PEDE5TRIAN _) r MOVEMENT5 PcR FUNCTION -------.. ----------- ;Ve/WA P#ASE DESIGNATION 5 I z r---- - ------ \ I ) .{_) ,, ,, " ,, " " '' ' , ' ') ' ,, ,, ,, , , II) -----.. t t ! \__ \ I i I I i l 6 7 3 4 8 /AIOUCT/VE LOOP DETECTOR SCIIEIJUt.£ 56VSOR CIIA/i/NEL DETECTOR TYPE 170 UNIT /1,/PUTFILE #/ I /-P-/ II IU ~---------- 2 /-P· 2 I : ·' L ~--- #z I 5-P-/ 5 J !U ~ - 2 5 P-? 5 J IL ~ - #3 I 2-C! 2 I 2U - 2 2C2 2I 2L - #4 I 6·C-/ 6J cu ~ ----- 2 6C2 6 J 2L ,~ ., \ ["" I ( '!Ml 'I t I l I'< JI ! 1 t lo . I l rt) : ,y r 1-0 : --w) I, Ill #5 I 3PI 3 I SU ~ ·~--- 2 I I I ,-,·nJtll,,.11,,rJ I +- ,J ' J, '1-P-Z ) -_J (! • l...._ -.t•--= _ _ C-l l --I L--= ·i <65: ~~:--~-~-CCJ ____ ~:1 =J _____ ~-~I-P-/ _,_ -- ' ' > ' " > i"( ' ,', ',, ---{) 7 J---- 0 BOULEVARD Ex/S"7: Edisor; Co. Sczrv1ce 1; F,z,zd A?mr, ,; Tsfpe h'" ScVV/CcZ R1$,z,r. ", '' ' -J' !(l X W/\1 ,-, I ' \ I 'C\J I r' • 1 ,v' '--0 ,, i{•, I ,Y' --0 ,' ' ' I ' ' ' ' J/ ' '' rn ·r----;""I '' V) I 'I I I I.LL -.J-..., I I Ex1s T Tl.fp,z .ZZZ Srtrvice ror S/9nal< t:./9ht1n9 exist: ZV2"C, 1; 5 DlC (4#18) NOTE6 Exist c#6 S19nal1; t.19hf!n9. S,zrvic<Z Exist. Traf'f'1i:: -Count Faci /if1rz:s---ln T'f'P"-Ml Cabm'2 t a/1ih Mod//';,zd T,vp<Z ff S<ZrV/ce: 0 POt.E SCt/EOl/lE I'/ JI ( 11,N IO!(./J...'i ~ -- Ito I 7 P I 7 J SU - 2 7-.0 -2 7 J SL ,~ - #7 I 4-C-I 4 r 6U ~ -2 4-C-2 4I 6L ~-- 1te I 8-C-/ 8 J 6U ~- 2 8-C-I 8 J 6L e---- Jl,·g I 4-P-I 4I 7U ---- 2 4-P-2 4 I 7L ------ #!O I B-P-! 8 J 7U ,------- 2 8-P-2 BJ 7L ,------~ #// I 2-C-3 2I 2U 2 6-C-3 6I 2L □ A.LL EQUIPIY'IE..Nl EXISTING Exist IJ'c''c, E; 1-DlC (41FIB) POLE D,t/T,t/ SIGN/It. /IP. SOD V/IP. SIG/./At. MOt//./TING PED. POSI/ 80TTO/,/ BIKEP{IS/I.BU7TO TYPE',,/" SIGN ( DOUBLE 0/CE) No. TYPE t.Eli/GT!I MA MA. <VATTS VEIi MA PED. P#ASE OUAD. --1--33 20'-· /5' SV-/ -2 -(jjiz;_S_f- 0 2411-4-70 35' 15' 400 sv-I-r MAS ! SP-/·T ? :!/<ZS f C ® IA 10' TV-2-T • SP-1-T 4 Norfh 4 33 20' s/a· Z-MAS 4 Norfh 5 24-A-4--70 35' 400,,, 5V-!-T1,, MAS(R SP-/-T, . (R 4-{N) NO,fh 6 hi (R) 10' rv-z-r;R) SP-/-T r 6 (R) Easr 7 /Ii IQ' TV-I 6 East- 6 (h) East- 4-00' SV-1-T MAS 5P-/-T 6 East- IQ /,4 10' TV-2-T SP-1-T 8 Soufh 33 20' 5/8 2-MAS e, Soul!, @ 24.4-4·70 35' 35' /5' 4C!O SV-1-T MAS SP-1-T a Sourh 13 IA 10· TV-2-T SP:I-T 2 t{/esr D ALL EQUIPMENT EXISTING UNl,,ESS SHOWN OTHERWISE AS: (N) NEW PREPARED UNDER THE SUPERVISION OF iWv1:'lJJLJ}:[,kffrb DATE //--SL-8':, HILBERT WILLIAM DICKSON R.C.E, No, ~ TRAFFIC ENGINEERING if\ 1-terman CONSULTANTS \9 kimmel and Associates, Inc. 3300 IRVINE AVENUE. SUITE 180. NEWPORT BEACH. CA 92660 (7141 546-9814 85-73 ("A) RELOCA..T~O APPROVED r 1----j---t--------------t----J TF:f-A.F'FIC EJJG,lt-J~E"R R.E. NO C 2204 5 ' . OAT i'.' '"(.••·: {'_I ' '· ',.~ ••• DATE BY DESCRIPTION APP'D. DESIGNED DRAWN HLG k-t- REVISIONS CHECKEDf/ii/O DATE B/l3S Pr1/ASE Mac Arfhur 2 Ford (R 6 Ford 8 Soufh T~~ f~IC ~lbW~L MOM~l(~TION ~l~ N M~( ~~1~~~ ~l~~-@ f ~~~ ~O~t CITY OF ~JE\'JPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 8 OF /5 e,1-142 i 1~ i !'• " ~ ~ >L----~ C c, ·s c n " ~ i' ,: ' ;: C ' r -I 0 5 0 0 ,, c D ~ ~ Q ' -j r, C -, /s :: {/\ ~ Oi "I \Xi ~ ~ - -' ' ),J '' ~~;. I ~ <c. ~ Q ~ - '\J ' I V\ ---- = = • • +' -------r· I I ( ) -----· -----·----·---- LEGEND c">---;~ ~/STING ELECTROLIER o--Q INSTALL ELECTROLIER o /VO. .3.'~ PULLBO)( == /14," CONDUIT POWER POLE SERVICE CABINE:T GENERAL NOTES= A. ALL ELECTRICAL WORJ< S}IALL COMPLY WITH TH£ LATEST AMENDED EDITION OF THE NATIONAL ELECTRICAL CODE, ALL STATE AMO LOCAL CODES,AND CITY STANDARDS. B. ALL STATIONING IS .8ASEO ON CENTERLINE OF IVIAC ARTHUR BLVD. C. CONDUIT LOCATION TO BE P£R STO 101-L. D. CONDUIT SHALL 8£ I'/,;" NOMINAL DIAMETER PVC. CONDUCTORS .5/-IALL 8£ No. 8 AWG TYPE TW COPPER #8 AWG. £ CONDUCTORS FROM PULL BOX AT BAS£ OF STANDARD TO THE LUM/NA/RE SHALL 13£ No. B AWG TYPE TW COPPER PER .5TO E04-L ANO 205-L. F. CONNECT No. 8 AWG COPPER WIRE FRO/VI EACH LU/YIINAIRE TO A GROUND ROD IN THE PULL80)( AT THE 8AS£ OF EAC/-1 STANDARD G. 1-1. I. J. K. PER STD 205-L. • .• .5PLIC£5 SHALL 8£ MADE IN PULL/30)(£5 BY /VIE AN5 OF ENO·TO·E/\JD CRIMP TYPE CONNECTORS PER STD E04-L. PULLBOXES SHALL 8£ No . .3·'12 PER .S TO 205-L. INSTALL A PAIR OF IN-LINE FUSES IN THE BASE OF POLE PER STD c05-L. CONDUIT £NOS SHALL 13£ .SEALED PER .STD eo4-L. ALL CONDUIT, WIRING, CRIMP.5,. FITTINGS,. PULL/30XES,LUMINAIRES., POLES, ETC. USED ON Tf-llS PROJECT SHA/..L BE U.L. LISTEO ANO APPROVED FOR APPLICATION US£D. P.3' I .• --------~---·-- - ------------t------·------ EDISON Co SERVICE FOINT. INSTALL TYPE H SEl?VICE RISER. 0 0 MAC ARTHUR BOULEVARD CIRCU/Tk I ~ .5ERVICE CABINET CIRCUIT DIAGRAM LEGEND A /50 WATT, 240 V MULTIPLE, HORIZONTAL BURNING ,.HPSV CUT OFF LUM/NA/RE { eo AMP • BREAKER _. 8 AWG MULTIPLE STREET-LIG!-IT CONDUCTOR CIRCUIT LOAD CI-IARACTERISTICS CIRCUIT TOTAL CIRCUIT LAMP.S VOLTAGE WATTAGE DROP -1 3 450W 182 V -2 5 750W 6.5 Y .• % VOLTAGE DROP .76% 2.7% P!l,~-~llED UNDEll THE SUPEllVISION OF ~.IL~ DATE 2-1?-&£ HIL0ERT WILLIAM DICltSON ll.C.E. No·. 19417 TRAFFIC ENGINEERING Ut1l1t1es shown on the plan are based on available records. Contractor shall take extreme care 1n avo1d1ng damage to existing utilities. Contractor shall contact Utility Agencies Jo determine exact location prior to excavation. ~ t-terman CONSULTANTS \5' kimmel and Associates, Inc. 3300 IAvrNE AVENUE, SUITE 180, NEWPORT BEACH, CA 92660 (714) 852-8616 .• -+-------------' -@] 4 -0 .. ~ 11;1---------------------------- ~ ~t-----f!4'7 tr) 345+E'O C0IYSTRUCTION NOTES [TI INSTALL /Yo. 3-~ PULLBOX. @ INSTALL /· 1/4" CONDUIT. WITH 3"8 CONDUCTORS. [ID INSTALL SERVICE CABINET. (CITY STD 2CX::.·L) [1] CONSTRUCT NP 5. V Ct/T OFF t. t/M/NA/RE TYPE ZT STREET t.lG/IT AA/0 PUt.t.BOX P€R C/TY STD. 20/-t.. ~ c05·L.(a4'-3"M.II( 8'MA.) APPROVED FOR CONCEPT AND ADHERENCE TO CITY STANDARDS AND REQUIREMENTS ONLY. CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. 8 • l-0 .,,. C\J ~ vi ~ " .0- ~ D ~ ~ 1--f--f------------i---i~w~ CIT'f' E..NGlt-JE..E:R STREET LIGHTING PLAN MAC ARTHUR BOULEVARD SOUTH OF FORD ROAD DATE BY DESCRIPTION REVISIONS APP'D. DESli~ CHECKED HWD DRAWN re DATE J-86 - CITY OF tJE\"JPORT IIEACH PUBLIC WORKS DEPARTMENT SHEET 9 .OF /5 el-14'2. 0 ± s: [D rn :rJ ~~--~ . ' •• ·--) ' 1 •i / --•~- Cl! --:t:: ~ - C -' I\'\ 0\ \ > ·::- "I ~ ::-6-( .-. \o le) (0.7 -,J •·, ~ I vi ~ ---- \ 2 0 ,. ~ :c: C •-• I .,,,-----s z 6 .. -6 ~· i• ~; C" c· ..... .;__ ~ -~ E w11 4 c.13' MAC dRTtlUR , , , I l." ' , , , , , , , , , , , , ,:, ' I ' lj :r ' , , , :; , , ____ { ___ , ___ / ___ ,'. __ :,: , .. I ., , , . . , , , ,, . , . , , , , , ,, , .:' ·;: . , ~ :\ .. ·: ,,r I • ' "'' :'. : . 1\J/ / \ :, . . , , ' ,. , . ·, 4 Cl3 130UlEPIARO ·i ; --;;--,. -c:::---~-~-----~---·-=----~---~~~~~--~ E.-i:c:1,-1: ·~ , :··-.. _J.:' ~ .. -;:,,:,·.":.·..; -----.! _________________ ~:.~ __ _ ',, / / .... _ ---------'~--r,<.---,,,---~---~---,' ______ .. .J--- E. ~1?i-b ·0_,--'-------·------•-----<-"--'"------------,,;c-•• -----'----Q y SUBMITTED BY _ ;_ - -, _ ,. • I , --i---.. ' ' . ---... -.. / ----------·---·-------·------------------;_.~~--~,$=-~ .. -' ---------------------------------------··---------------------·····--··-··---·-----------, ' - -- ----- ---. - -. ----.. ---.. -------... _,. , _. -------, ' , ' ' , , ' (+4-1. 4-3) ... -~i~ -_(1)_'__,.+_ 1-_ ----r --r-;· _._ f~• /! (_~~,.)-_ ~ -~--e;~;~ ~~-~_;_,>l-e~~--"f!'_-:: :-:_-_-_-_·_ :_·_-_-_-_-_ -_ ~~ ~---, _________________ -:::-~ -;-©'o'L-L g E ~-b //,,· :,,--,;_.: .. ~------;~--·--·-·· ----•••• -------(~~S) ____ .. ··;·--· ·--•• ---·,;;;~;_,,;;·;·-•··•-e', ~1 • • *• • • _(,_.~,,;,, .. ,.,,,, ... -., .... ,,.._._._,._.,_,,,? 0 v t 7so· ro '< \J ; ·..i '~-' ' • i~.· .. t 1 'l: : ii ... '.!I' ----------- .• A. ,8. C. 0. E F. G 0 <°'! I ,, : /, : •~ • ,, 4 c ,a I NOTE@! '., • , ' , :: ,' i.1 I ; : VI I.': ' ~ ....... : ' : , ·., ' ' ' t~ ' ' . ' ~ ,' '-r , : ' ' ' , " ,~ ·•: 4ll T,R,4FFIC CONT,,ra::JL a1/0RK rVR CONSTRdCT/0/41' S#4LL CONFORM TO C,4LT/€4A/5 h,#,4Nt/4L Or TR4FF/C CONTROLS;' ,0,4TE,O /9B5 • C4LT,€4A/6 ST4A/LJ4R,O sPEC/.F/C,4770~ ; 7-t09(5.T,4NOA.R,O .PLAA/S, 0.4TEO ✓u'LY 1984, ANO T,1/E 5PEC/,4L PA't?Y/6/0A/S. : ' 7?L/CJ LAA/ES /N EACH' .0/REC 770N S/./4LL ,8E /Y,4/A/7?1/NEO ,4T .4LL 7/'ME.S 8ETd1/E,S'V #Ot/R.S" , : OF 6:CJo -9:00AM .4N.O 3:00 -6:oo PM .4N.O OA/ .CUEEKENOS. ONE .:50UT#,80UN.0 : , , ' , , , . :o , ,, 1' ' , , ' , ' ' , • ' • • ,...., t ' t ' • ' ' NOTE@ NOTE@ '5 4" !;,OLIO W\•\IT'E. /VOTE~ THIS SHEET: EXISTING TO REA441AI ' &~~!NOTE @I NOiE @ PEDBTRIAN ACC£6S TN'ROVG/./ CONSTRL/4:'."7/'0A/ ARc4 ALONG ,, ·, • ~-L4NE MAY Be Ct:.OSE,O BETa/EEN /./OURS OF e.-oo AM ANO ..?.·a:? .P/'4 ON a/E£t::LJ4Y.S,OROA/tuEEKEN.:::'.''OS=-===~==1:::=1=:~: ~~-/;_~~~~ 5IA/&Lc LANE CLOSURE TRAFFIC CONTROL OEYICE~ .5#.4LL COA/rORM TO C4LTR4NS -o STANOAR,O .PLAN A/o. T-1/. rn»T1,-,ue wE•-r="" TO JI Cf<O½?OALK LIMIT6 .5#4LL -8£" MA/NT,,:!INEO 4T ALL 77A485. ON COA?PLET/0,1/ OF T#E Neal /LIE6TERL Y S/Oca/ALK T#,€"a,,'6,Q T,(IE ENT/RE COVSTROCT/ON L/M/T6, ,8/CYCL/ST6 S/.IALL BB OIRECTE,O TV USE T#E Sl0Ea1/ALK ,BY dSE Or 698 ANO ENO OF 'Rib.HT TUi?~ l..At-lE: ':( if' @ 10' SPACIN.G. T/.IE:SE TR4FFIC CON?A?OL PLANS S#CJ.V TRArr/C CCJNT,,E!?L LJEVICES FOR L'OIV6 TERM TRAFFIC a?NTROL FOR CONSTRt/C770A/ LIMITS S#O.V-N. /T /S T#E CONTRACTORS RE:SPOAl:5/8/LITY TO CONFORM TO S#ORT TERM n?4FF/C CONTROL /N .4CCORD.4A/CE tulTJI CALTRAN6 "MANt/AL OF 7.X?ArF/C CO#TRO<'.':." IVEa1/ CON5TRtlCT/OAI OtlT.5IOE EX/577N6 STREET /MPRO//EMEA/T6 .5/./4LL BE 4CCO,,WP,c'/6#c0 TO ITS MAXIMt/M, PR/OR TO /MPLEMENT4TIOA/ OF T4'E P#,45.E I T,€4/"r/C C.:7A/TRa:'.' PLAA/ (UIITIIIN 5' OFeXIST/NG TRAVELWAY). CONSTRUCT CONES S#ALt. BE EPOXYED TO PAV€MENT IF T#EY ARE TO REMAIN FOR MORE T/IAN 24-//OURS. /I. MINIMUM t.4TERAl Ct.EARANCE Or 5' S#At.t. .BE PROVIDED FROM EXCAVATION AND TRAVEl t.AAIE, SURrACe 08STRUCTJONS SHAt.t. #AV€ -c FOOT lATERAl Ct.EARAl,/CE PROM TRAVcl LANE. .• NOTc@ CALT'RA.NS -TRAFFIC b -OETAIL 12 0w41 .• Construction contractor agrees that in accordance with generally .accepted construction practices, construction contractor \vill be required to assume sole and complete responsibility for 0 c.-z.o (d) .• 6 1J2rA1L -z.q 686 -646 SIC;rAIS PL,<JC.E-0 ,4T T/.IE .50Ll77/a1/cST CURB .RcTdR,V ,4RE4. AOY.4NCE 616NIAIG TO 0/RECT c:J/CYCL/S73 .5/./ALL ,8E BY u'Se oF A eu-40< .:7N a//./lTE 96N (" .BICYCL/6?-; u.5c 6fa_.qu,4LK SOdT/.1 OF FORD Ra4,0") r'L4Cc0 46 0/RECTc.0 ,BY .G'\16/NEER. SEE P#~E ff TK'A,FrlC a?/f/TROL PLAN FOR P//,4SE ff Q:WSTRUC770N LIMITf3. CONSTRO'Cl70N ARE45 a/lT/.IIN T/./E ZB' ?K',4.FF/C a:?-V~L UMIT3 .S#Oa1/AI ON T#/S ?L4N S,l/4Lt:. OCCUR ,ay O'Sc Or 6/N6LE lANc CLOSURE (6EE 6ENERAt:. NOTE C") IIVS7:4LL OR PLACE TJe4FFIC a?NT,\:'l?L Ll=YICE ¢ S16A/ .4NLJ N.5V OR TEM.P0,€4RY Sl6N ANO .A:?ST. R41NT OR //f/ST.4t:.L TEMr'OR4RY PRE-rA8R/C4TE'.0 OETOdR 6R40E REFLECT/VE 7K'.4FF/C S~/PE. .S.4/i/015l.4!5T OR REMOYE TR4FRC ST,l?/.PE ef REMOVE R4IGED .PAVEMENT MARKERS. REMOI/E OR RELOCATE -Gl6AI 4 ?06T. .• ·' C.'2.7 PREPARED UNDEn THE SUPEl!VISION OF . llkh<k'1.I k'd~ DATE 110v '1-11,as HllllEl!T WILLIAM DICltSON 11,C.E. No. 19417 APPROVED Q;J,n:A W\ . ~I TRAFFIC ENGINEERING 1---+----+--------------+----l ~C. EN61NE.E1'2 ftE. NO. c -Z "2..04-6 REVIEWED SY APPROVAL RECOMMENCED SY DATE · job site conditions during the course of construction of the project, including safety of all persons and property: that this requirement shall be made to apply continuously and not be limited to nonnal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the .sole negligence of design professional. California Council of Civil Engineer, & land Surveyor, i1i'\ 1-1erman CONSUL TAN TS OAT T) \.19 kimmel and Associates, Inc. -3300 IAVINE AVENUE, SUITE 180, NEWPORT BEACH. CA 92660 (714) 852-8616 DATE BY DESCRIPTION APP'O. DESIGNED +lwO REVISIONS CHECKED DATE y = 0 = :-= FLA6~EE IE\ "=>16/\J n,:>e 1[ -e:A~ICAOE ~ ~lcN TI1'E Irr 'f'ARelCA'DE d; ~16N C0"1<£>TI<!UC.TION CONE EX1'£>TIN6 6161'.l f = NEW OR TEM-PO'l<!A~'< ~l(:;,IJ 0 = ,_..__ ___________ _,_ (t-.10TE 2) . • 1~~rr l~ C~N1~~l ~l~M ! M~t ~~1~~~ ~l~~-@ f ~~~ ~ij~~ CITY OF ~JE\'JPORT GEACH PUBLIC WORKS DEPARTMENT SHEET /0 OF / 5 I -TL e,1-14z. = ~ < .~ ·1 I i ·", :c-. C ··, C.J ~ ~ , ... - ,: ~ ~ ~: 0 C ~ ;-:< ., ~ ' ' I .c· I 11 _) I • ·-. 0 JJ }:a '"" < "' G) z C =· .l(l I ~ • .> • 5l/8MITTEO BY .. , -·; ;_....,,,--_ ~ .. --... a;( /iii ·------ - . ' . ---- CALTRA.I\JS -TRAFF IC REVIEWED SY AF"PROVAL l<ECOMME NOEO . p ~ ARROW b OE.T,O..IL 29 .. 6J DE.TP,.,IL 2~ ->----~ 4J C 21 b OET'.A..IL 2':> -------- in -. -. --------------:---- --= -e1-----=---~-~ 4 --t . --- NOTE® 21 ,,, b)o£TA.IL ~e ~ 0 0 © G) EXISTING TO REMAIN 1 R'2(5e,) 4)C.'2>3,G43 j~orE©! SEE SNEeT 10 OF 15 rOR GeNER)I(. NOTeS. ON COMPt.eTION OF T#c NEW tl/cSTeRt.Y S/0£/UAt.K TI-IROt/6# T/./e eN Tl Re CON'STRt/CT/OA/ t./MITS, BICY"Ct./575 S#At.t BE OIReCTeD TO t/Se T#E SIOe/UAt.K BY oSE o,,c-G9.9 AND 6::16 -646 .SIGNS Pt.ACED AT T#E SOt/T#a/cST CtlRoiRETt/RN ,4REA. AO//ANCE S16/.IING TO £)/ReCT 8/CYCt./STS S#At.t. Be BY t/Se OF A Bt.ACK ON (,V/,//TE S..G,V ('" BICYCt.15 TS tl'Se SI.DEtvAtK 50(/T# OF rORO ROAD"") Pt.ACeO AS 0/ReCTED BY cA/G/AIEER. SeE Pl/ASE ff TRAFFIC CO#n;#ot. Pt.AN FOR P#,4Se .21" CO#STRb'C7/0N t.lMITS, COAISTRv"CTIOAI ARE,</S W/7/.IIN T.IIE 28' TRArFICCO#TRa t./MITS SJ/OWN ON TIIIS Pt.-4AI S//At.t. OCCVR BY C/SE o,,c-SINGt. e t..ANE Ct.Ost/Re {SEE GeNERAt.. A/OTES) . /A/STAt..t. OR Pt.A'CE TRAFFIC CONTROt. OEV/Ce 'i SIG;(/ ANO Nett/ OR TEMPORARY SIGN AA/0 POST. P,4/NT OR /,</STAt.t. TEMPORARY PRE-FABRICATED -OETOtlR GRAD€ l<'EFt.ECTIVE TRArFIC .sTRIPe. SAA/08t.AST t.?R REMOVE TRAFFIC S7RIPE v REMOVE RAISED PAVEMENT MA'RKcRS. REMOVE OR Ret.OCATe SIGN (; A?ST. 0 - 4 C'21 ~OLI o· W H IT'E. ----=~t;;;--~ SY DATE. 4 C21 NOTE.@~ Construction contractor agrees that in accordance with generally actcptcd construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons California Council and property; that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold of Civil Engineef/ design professional harmless from any and all liability, real or alleged, in connection with the &la~dSurUC?YOr/ performance of work on this project, excepting liability arisjng from the sole negligence of design ---.---·---· TYPE.. L .> PIIEPAIIED UNDEII THE SUPEIIVISIQN OF )t//,,,j''1J;)L.. t:),...._......., 1>ATE NOV 4-,1985 HIL0EIIT WILLIAM DICKSON 11.C.E. No. 19417 TRAFFIC ENGINEERING 5 4=' SOLID Wt-ltTE. ~ 1-1erman CONSULTANTS '0J Kimmel and Associates, Inc. ,.: "' 8 z 0 ., 5 OE.T.O..lL '21 -....:. --- b OE'..TA.IL 12. 4 CIB soo· ------------1----'»..- .> DESCRIPTION . ---. - --- --- 4 C 21 APP'D-DESIGNED --------------[E -.. -.: ---------------- ( 4 C27 ·' . 0 0 .,_ '1- ,() (\J T~~ff I~ ~~MT~~l ~l~M M!t l~l"ij~ ~l~~-@ f ~~~ ~~~~ DRAWN professional. 3300 IRVINE AVENUE. SUITE 180, NEWPORT BEACH. CA 92660 !;)ATE BY (714) 852-8616 &>-,-,, II--_Jc__-1-______________ .,__--tc::CH,:;E;::C:;;K;c;EDcc---+.Dc:A"TE;c-------j REVISIONS CITV Of tJE\':f PORT BEACH PUBLIC WORKS DEPARTMENT SHEET // OF /5 "' ?6 2 r• g ~ •- 0 5 , .. B g JJ -~ t5 -~ :n -~ ~ . I ~ ~ - > z = ,; ~ " Co I / ::,, OJ m JJ z C < DJ m JJ f:._I __ _ t, ' ' :: I - '.'" .~ :: 8 c_, -' ----------- y y .• I SUBMITTED e,y -----+-l y 20' ', --- - , --------,_ --------.: -----------..:. -. -------,_ - r:'\L:~O '-JW56 4 Cl3 MAC , _______ J.-- • --• ' • • ----·..-~~------ k,OQ' TO 0 rt.'' WHITE A/OTES Tl/15 Sl/€ET: ( 6ENER4L NOTES 6,t/EET /0 O.F /5 ) EXISTING TV REM..:1IA/ PEOE<.!>TRIAN ACCESS T/IROVG,t/· a:7/VSTRVCTION 4REA ALONG C~SStL/.4LK LI/YIIT5 Sll4LL .t3E /41'4/I\IT.4/NEO AT ,4LL 77ME6. ON CO#PLET/OAI OF T/lc #Btu .VEGTERL Y 5/0ctL/4LK T#ROt/G,t/ T/!IE ENT/RE CONSTRUCT/ON LIM/TS, 13/CYCt./STS S/14Lt. Be 0/RECTEO TO C/Sc T/./E 5/0EtL/At.K .6Y t/SE Or 693 ANO G:36 -646 SIGNS PLACED 4T T/./E SOUT/ltL/EST CL/R8 RETZ/RN 4RE.4. AOV-4NCc' S/6NING • 7V .0/RECT .8/CYCt./S,75 S/./,4t,t, BE 8Y t/SE OF A .BLACK ON tV/.//TE' 96N (" 8/CYCL/STS t/SE S/,0€.VALK 5a'./T# Or /VRO 1'?040") PLACEO 45 .0/RECTEO .8Y 61/6IN<551?. @ !3EE P/!14SE .7£ T,f',4FF/C CONT~ RAN rVR P/./.4SE I a:u6T..a1/C770A/ L/M/TS. a:JAIST..fl1/CT/OAI 4R545 .V/T/.//AI T,t/E 28' TR4Fr/C a?NTROL LIMITS S#OtVAI ON T/.//5 PL..41\/ .5'/l.4LL OCCUR 13Y USE OF .5/'NGLe: L4A/E CLOSC/RE (SEE Ge../c:RAL NOTcS, S#c=eT /0 OP 15 ) © /Al5T.4LL OR PL.4CE TR4rrlC COA/na?L £!=VIC€ 9' S/6,V ,4/f,/,O A/BU OR TEA4.A:::J;:;;J4RY SIGN ANO .rt:lST. PAINT OR /NSmLL. TEMPORARY r"l?E -r.48R/CATE0 L)En:Jt/R C:;,RALJG REFLEC7?1/E TR.4FFIC STR/?E. @ 5.4AIDBL.45T OR Rc.MOI/E ll:'4rr/C S?R/PE 4' RE/J-10//E R,4/SEO ?41/cMENT M4Rk'Ex'S. G) ® PAINT 4">< /' /U#/TE 6TRIPE tVIT/./ /0' G,4P. ALTER.NAT£ TO CONING LANl=S IS BY SINGLf. LAN£ CLOSURE PER CALTRAN5 STANDARD T·/0 , Ir CONSTRUCTION CAN OCCUR BETWEEN 9AM AND 3PM , 0w41 .. f .. ------• • • 4 '50' C·C '21 CALT'RANS -T'RAFFIC, I Construct10n contractor agrees that in accordance with generally accepted con.struction practire,;, construction contractor will he required to assume sole and complete responsibility for job site conditiorn, during the course of construction of the project, in duding safety of all persons and property; that this requirement shall be made to apply continuou::-;ly and not be limited to normal working hours, and con st ruc:tion contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design profec,sional. l<EVIEwe.o BY APPROVAL RECOMMENDED BY DATE 4 Cl3 . . --------------- -. -------____ ,:_ __ -____________ , 5 DE.TA.IL '.!la J:.· ..... / ---------------------- . ---. -l f ' ----------, ., 8 c.:.-.--:i --_ ., -------· ---------------·-- <:r:J I' • • • • • 1~ 4 CZ7 ~ _:' Pr E. ~b E ~°'t' • y • • • ,C41i;ci~,~~~~J:~=;;i:":1~1-~J~•=b=b~~===::~jl--~~~~~"°~'.:_-~~~~tf~~~~~~~~~~~~,~01!~.~~~~~~~~~~-1~==~9,=*L==~=r=h=====b===_.J.~-r=,• '~ •• - - - - -~ ~;~W:I'.~ --v~-2:~~:T:_~:~-7-;~4r~R~'2~(~<\6!_~::~·-~~:~~:~----J\---~*---t*---*~-::~::::::::~~~~~~~~~~'.•~~-~:~-=-=-=-=-=-=-=-=-=-=-=-=-=-=-~~~=-=-=-=-=-Nt--=-=-=-=-=-=-=-=-=-=-=-=-=-=-=Q~(./.J~~~~-·="!~~~ •,J •~i .. :~\.: •~•I,",' .__ ~===·,C•c_•===-0 ,' ·o~ .' ~, •.· r ,, 1 ,r · S DETAIL '21 I -,-• ,. 1 I ., I •~ ! :;' ' ;1 ,· ~ ~-' ·~· ' : ' ' IJOTE@ 4 c..~o b -OE:.TAlL ~ ('240+,SO TO -Z';:11 +~o) g iii + ~ "' MAC RJOUL.€VIJRO .• .• 4 C. "'° 0 0 . 8~ +w (\I UJ lfl :i: (\J (/) . lli ~IP ------'--------·---------------! If) " .. .• TRACT /2/0S 0 0 • 0 0 + 0 v (\J ~ iJ) P~ErAnEO UNDEll· THE SUPfillVISION OF 1~kiPiAk 1) ~ke: DATU NOV4,1qe5 HILOEl!T WILLIAf.'1-DICKSON ll.C.O. No. 19417 APPROVED 1~!fflL ~~M1~~l ~l~ij Colifornic Council of Civil Engineer, R. land Surveyor, D BY DESCRIPTION TRAFFIC ENGINEERING 1-1erman CONSULTANTS kimmel and Associates, Inc. APP'D' DESIGNED ORAWN/~ .I. v.,_. (ITV Of l'-JEt':JPQRT BEACH 3300 IAVINE AVENUE, SUITE 1 BO. NEWPORT BEACH. CA 92660 =-i, "'fi-'-1. (714) 852-8610 M~t ~~1~U~ ~l~~-@ f ff~~ ~ij~~ 1L-------===-...;.===-=====----------=-==--==================•============-================~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:;:;;;;;;;;;;;;;;;;;;;;;;;;:;;;;;:;;;;;:;;;;;;;;;:;;;;;:;;;;;:;;e,s;;;:;;-;;;=;;;;:,L _____ ==.,,:;R~'2/=IS=l=O=N=S========:!!:C=H=EC=K=E=O==!aD=A=TE====:i:==P=U9B __ L~IC=WO=R=K=S=D=E=P=A=RT=IVl=·E=N=T====SH=E=E=T=/=2=0F=/=5==!1 I ' I c c-., z g t 0 0 1\1 :D n m n I~ ~, ~;' -C 'i ~z C .. ~ '-~ G1 I\J '-' z !), I C -' 'ii (/) ., ~ < ~ fll ,. I, J I ' I I I c.: • .. CALTRAI-.IS -TRA.FF IC 5U5MITTEO BY REVIE.WEO BY APPROYA.L l<.ECOMME.NDEO BY OAT£ NOTE@ (STA. ~g4.-t-OO \ 5TA. 270+'11) -- 4 c.,e, --.,-----__ -------------·--------------------- NOTE.® NOT/!5 THIS S/.IEET: ~ G) 0 cXISTING TO REMA/Al SEE SHEET 10 OF 15 FOR GENERAL .NOTES. ON COMPt.ETION OF .T/IE NEW WESTERLY S/OEtvAt.K T/.IROt/G/1 Th'E ENTIRE CONSTROCT/0,V l/M/r.5, ,8/CYCL/STS SNAt.t. Be 0/RECTEO TO t/SE T#c SIOEtvAt.K BY t/SE CJ,C G9.3 AAl'D GS6 -G46 SIGNS Pt.ACED AT T#E SOt/THP/EST Ct/RB RETt/RN AREA. AOVANCe SIGNING TO DIRECT 8/CYCt./STS .5//At.t. BE BY t/SE OF A e!t..ACK ON t</h'ITE SIGN{µ8ICYCt.lSTS t/Se SI.OEtuAt.K SOt/T/1 Or" .R:JRO ROAD') Pt.ACED AS 0/RECTEO BY €NG/NEER, SEE P#ASE JI TRAFr"IC COAffROL RAN FOR P#,4SE .ff a;>;VSTROC7l0A/ t.lM/75. CON'STRt/CTION AREAS t-VIT/./IN T/IE 28' TRAF.FIC CONT.RO<'.'. t.lM/TS S/IOt.1/;V ON TIIIS Pt.AA/ S#At.t.. OCCLIR BY (/SE OF S/NGLE t.ANE Cc:'.'.OSt.lRE {SE€ GEN'cRAL NOTES). /NSTAt.t. OR A!.ACE TRAFFIC CONTROL a=YICE <;' SIGN AND A/EtV OR TEMPORARY SIGN AND A:JST. PAINT OR INSTAt.l TcMPORARY PRE-F.48R/CATcD DETOt.lR GRADE REFt.ECTIVE TRAFFIC STRIPE. SAAIDBt..AST OR REMOVE TRAFrlC STRIPE ~ REMOVE RA/ScD PAVE ME NT MARKERS REMOVE OR RELOCATE SIGN ( POST. JOIN E.X.IST --·--···;;·-------------------~- ----4- "' --_()., ,_-_ --•: , -----0-. " --------, ~--, , D-. ---~ ,::-.---.-., ------0, -, , ••--~------'1-->./D~ : • r ~-.•.•-t •-•-•-•-• .• .-.-=. -. r Q. _,. .-.-.-..-..-.. ___ _,,. -•-•-• .-. 6 .. • _.,,.. ~·g~ ~ -,_:-, -~ .,_ : :.0.-. ~ .,..,_.,., ~----..:-.: -.. -------------o--------)-·Q-----·-------0 - - ". --· ·\--0 -------------0 --_ __,----o ,;o· ~ + )( ~'f P_ 1~ -'r ~ ; ' t \ NOTE@ .. 4 c;,o -· -· • ' PFEPARED UNDER THE SUPERVISICllN OF - --~-~--- '!:i OE.TAIL 8 , ' 4 c,e ----_,._ ..... _': _______ _ ------------f-~'--- 4 Cl~ . APPROVED ('on.<;truction contral'tor agree:-. that in accordani.'e with general\.\· acceptPd ('ot1:-.ln1c1i,1n 1,rnct in·"· ('O!l'-tru ct ion t·11n trnn ol' will ht' required to a"" um(' --.()le and. comp ]pt e 1·e--. J)()ll --.il I tl1 T\. I< 11· 1Wi,wt-Uy!L'--25~ DATE NOV+,1985 - HILDEnT WILLIAM DICltSON n.C.!. Na. 19417 i1--,--t----------r---1/Qj['£\l/ n1 /r a'.1"12'¥~ TkA.FFJC E.NGtt.JEE.R joJ.) ;,,ite rnndi! iom, during the ("()Ul":--.t:' of construction of the-prnjr-ct, inl'ltuling .--.n!t't \' (>I ;di jll'I ,.,,11:-, California Council and propNty: that 1hi--. n·quirenwnt :--hall be made to c1pply ('(intinu11u ... )_v ,ind nul Ill' lirn111-C Tr) TRAFFIC ENGINEERING ,1:j'\ t-terman CONSULTANTS ~ kimmel and Associates, Inc. DATE DY DESCRIPTION R.E. NO. c...2-2.o4 ,; DAT'--"=""""-"'"'r--"S;_,_l"'"l=~ DESIGNED APP'D. DRAWN normal working hour-,_ and rnn.-.t ruction rnntractor further agn't''-I!> dt>f end. indi•rn 11d, :ind Ii• ,Id ofOuil Engin~r, de:-ign prof'c.<;sional harmJt,:-.~ !rnm an~· and all liability. real or al\pged, i11 ('l)tllll'll!l)!l \\ill: 11\\' gLondSuruczyor, performanl'e nf wor~ on thi" projr,c-t. t'X('Ppting-liahili1y ari;;ing from 1hP -.r1lt' m•gligr•nt r· r>I d1 -1~11 pn1fe,.,,.,ional. 3300 IRVINE AVENUE. SUITE 190, NEWPORT BEACH, CA 92660 (714) 852-8616 e,,;-i-i, 11----'----'-----R-EV_I_S_IO_N_S ______ _...,. _ _,t-,C;::-H;;E:;cCK:;:E:;:D--tDA;-;T;;E----t .> 0 0 0 0 .,. ~ ,() (\J T~~f f IL L~~1~~l ~l~M M~t ~~l~ij~ ~l~~-@ f ~~~ ~~~~ CITY OF t'JE\"JPORT BEACH PUBLIC WORKS DEPARTMENT SHEET /°3 Of /5 4-1 C e,1-14-2. ,., ;.u 7: !al r, ' 1 ·,, - - C 1. I ' n c< ,., ~ ~ g i' '. 0 ' ;.• C / -·-- ' G r. n Q ::J Es o z -' (/\ ffi -- ' i\) . l't) :i \ "'I ~ ·-,_ ~ ,-:~ ~ GJ ~ '1 7-- I E VI ~ ,, [,J I' '1 ' // -~---~ ~ z I " 5 ;:,' T\ r:; '---' 0 §j 0-' 5 ~ g ~ S: :c:'j z o C z ~ s -C <, ~~ :C! ;7' 1,i 0 ;;o .2 i -~ G1 C ~~--7, ' -_;:__ _____ ,,; _______ _.,_. -----·---- = CAL TRAIJS -TRAFFIC. :SU8MITTEO e,y REVIE.WE"'D -e,y APPROVAL' 'RECOMME.N'OE.-0 E WII ' ' ~ .. -~---- ------------------------- 2 ARROW 2 DETAIL 3.8 I 0" WI-IITE: .JOIN EXISTING / [ t: j t,,1L..I_ (w,t) / -----------, / ______ / ' I ' -------------(\,1-i ' \ \ \ -, ' ' ' T--r-- ' ' / ' I / -✓ ' ' / / ,, / / I I /·, I ( ' ' I Y{ ' I I I /' ,, ,, ' I /?O~D ' O I I ----:·1-1---1------t ~ 1 ' I I I , :1 'h I ' ,-; ___________ _J -:-,7:-.•T--r-T-1 ':• I •\. I •) I .(,: J 1 'I :J I iJ I .: / ,;, I ., ' ,') I r-. I I I .~ lJ ! :: I I I ' / I / I I I / ,., I 1 I .' ' r • ' ' / I I ' / ' / I ' I I I I / I I ' ' ,', ' ' ' -' ' ' I / 100' r\J ----N .J) 2 DE.TAIL 9 (-240+'?0 TO G.?L+<So) 01.)E.TA..lL ~~ I OET.t>-..IL 2~ ,oy OATE:. DETAIL B I DETAIL -Z..1 © All tuORI< S/1,4('.('. CONFORM TO t'.AT€ST CAt'.TRANS TRAPFIC M4NUAl • C4LTR4NS STANDARD SPEC/FICAT/ONS AND STANDARD Pt.ANS DATE'D JOlY, 1<184 AND T#ESPECIAL PROVISIONS ® All STRIPING DETAILS S#AlL IA/CC.UDE RAIScO PAV€M€NT MARK€RS ANO S#ALL 8€ PER CAt'.TRA,</S STANDARD PLANS A20-A(B. PAINTING Sh'AlL .BE WIT/I TWOAPPC.ICATIONS -t<//TII ONE t</EEK SPACING. © R€MOV€ RAIS€D PAV€MENT MARKERS W/T#//./ AREA 0€SIGNATED FOR NEW PAV€MENT CONSTROCTION JOST PRIOR TO CONSTROCTiNG Nt:tu PAVE"McNT OR OVERLAY. c)(/ST/A/G STRIPING TO BE COV€R€0 . ® SAt'. VAGE S/GA/S ANO OR POSTS S#At'.t. J5€COM€ PROPERTY OP TN€ CONTRACTOR. NEW POSTS S/./All BE 4"><4-" REDWOOD TREATcD POSTS PcR CAlTRANS STAA/OARO SPECIFICATIONS . -------------------· --- -- --- i'}_EPAt!ED UNDEt! THE SUPEt!VISION OF dbt?ldi~ DATE NOV 419BS HILBERT WILLIAM DICKSON R.C.~. No. 19417 TRAFFIC ENGINEERING © t rman CONSULTANTS immel and Associates, Inc. 3300 IAI/INE AVENUE, SUITE 1 BO, NEWPORT BEACH. CA 92660 (714) 852-8616 65·73 0 ® ----------- ------------------------ ---------- /2 / ' '" ' ' 0-0ETAIL'Z') OE.IA! L 12 Ne.W PAVEMEI\JT LIMITS C\, SEE GENERAL NOTE 6 NEW PA'VE.MENT 1-\M!TS. (;:\ SEE GENE'RA.L NOTE \Sf SHEET /0 OF 15 ---- --- - ----- - - --'\ --- - - - ------ c' DE.TP,..,\L 12. I DETA.IL 12. ffi 0 ~ 0 >-r--'° !ll + u '° 0 "' w (\J !ll I OETAIL B 0 = EXISTING TO R€MAIN <( I- ll) -SAND8lAST EK/STING TRAFFIC STRIP/NG, t.EGEND, OR ARROW, AS NOTED. REMOVE DETOUR STRIPING S1/0tL/N ON Pll46E ff a::>NSTRllCTIOAI. 0 0 0 0 I-... uJ NLLI ti) :r N {ll . uJ ~ w {/) If) PAINT TRAFFIC STR/PING, t'.eGEN"D, ORARROW AS NOT€D ONT/IE PLAN, /NCLO'DING /NSTAllAT/ON OF RA/SEO PAV€M€NT MARKERS Pt!!'R STRIPING DeTA/t'.S. RElOCAT€ SIGN TO SIGNAl OR EL€CTROLIER. R€MOVE ANO SAlVAG€ POST. RELOCATE SIGN AND POST. S4N08lAST €XISTING STRIPING WITI-/IN CROSStN'AlK. @~REMOV€ AND SALVAGE S/GNA/v'D POST. -----------TRACT 1'2.105 APPROVED TR!ffl( ~IGNING ~1Rl~lMG Pl~U ~ ~M_J ll b· Ui,-.-." h--- T . FFIC EN 1i!.tE:ER M~[ ~~1~ij~ ~l~~-f ~~~ ~ij~~ R.E. NO. C 22045 @ DAT• T\o,, I --C: \<)FCC DATE BY DESCRIPTION APP'D. DESIGNED DRAWN K+-!{{(JD CITY OF ~JEl,"JPORT BEACH REVISIONS CHECKED //LG DATE 8 _85 PUBLIC WORKS DEPARTMENT SHEET /4 OF /5 I i ,_ ---- ' r --,_ :; . ; " 6 ;;; ' ~ -D Gl z -;- C ?: r•] / '1 :J ', ' ) I ,,.••F ~ ::g~----, " 2 L_ • e," WHlTC C e 100' ,t,-f'ALINC:i CALTRANS -TRAFFIC. SUBMITTED -e,y REVIEWEO E,Y APPROVAL R.E=COMME.NOEO -e,y OATE \ 2. 0ETAIL J2. 'Z-OETAl L -Z~ I OETAIL e, I 'Oi;::TAl L '2.1 4 W7'5 (L-t-) -l:-J4" WHITE:. NEW 'PA.YE.ME.NT l_lr'r'11TS bEE C:,ENe"l<AL NOTE 6HEET /0 OF 15 ---- 5 w1c.:i Z. OE.TAIL -z.g I 'OE.TAIL '2.1 'c.. 'DETAIL~ ---------------------------- 4 Wll ';>TA. 'ZbO+◊O ENO LA.NE:. LINE: 2. e," Wl-!ITE. @ 100' ~"l"'.A,C.INl::i -----------~------------------------------------------------------------------------------- - - - -- > 2. OETAI L 12. ;, .JOIN EXl'::>TI NC::i ---c:..------=---------------------------zTz------------== == ==- --=--=--------------... == -=--=--= -=--------=-----::...--=-__ - - - - - - - - - -- - - - - - - - ·,t JOIN EXl'oTINco -------__ L __ _ NE.W -PP-.VE.MENT LIMIT$ r;:;\ SEE 6Et--.JE"RA.L NOTE '-E:J 6HEET 10 OF ..!i!._ P~~PARED UNDER THE SUPERVISION OF f~tJff/ Th,J,u-<-DA TE IJOV 4, I '185 HllllERT WILLIAM DICKSON R.C.E. No. 19417 TRAFFIC ENGINEERING 11'.t'\ i;erman . CONSULTANTS ------------------------------------~--- --------------------- APPROVED (DOE.TAIL 2~ 0 0 A/OTES THIS .St/EET: 0 CD EXIST/Nb TO REM-4/N. 5ANO.BL,tJST EX/S17N6 STR/P/N6, L'.E&END, OR ARROCU .45 NO TEO ANO REMOVE DETOt/R STRIPING S/10(,(/.A/ ON P/IASE .ff CO,VS T,Qt/CTION. PAINT STR/P/NG, L'.E6ENO, OR ARRO.::U AS NOTED, /A/CL'.u'.O/N6 /NST.4.CL-47/'0N O.F /24/SEO P.4VEA4ENT ,M.4RKE,,Q5 PER STR/P/A/6 .,OET.4/LS . RELOC,4 TE S/&N TO ELECTROL/EA. ReMOVE 4 54L. J/AGE .A?5T. Fl/RN/5/.I 4 /NST,4LL S/&N 4 rt:JST. REMtJVE SIGN ANO POST. R.E. NO. C "2."204S TR~ft\C ~IGNING ~ ~1~\~lhlG ~L~N M~C ~~1~U~ iL~b. @ f ~~~ ~~~D DAT s \!J kimmel and Associates, Inc. 3300 IAVINE AVENUE. SUITE 180. NEWPORT BEACH. CA 92660 DATE BY DESCRIPTION APP'D. DESIGNED -\-lWD DRAWN~ CITY OF ~JE\"JPORT BEACH (714) 852-8616 REVISIONS CHECKED JILG PUBLIC WORKS DEPARTMENT SHEET 15 OF 15 '. I 0 ., ' ,,_ ! ~ dQ) = ~ = ~ ~ F ·= ~ =:I . dQ) C, -~ "in! "in! = ~ ....,,,.. =:I D IU\l °' @ Qf:.'.J D 00 -