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HomeMy WebLinkAboutT_5795_SGENERAL CONSTRUCTION AND TRAFFIC CONTROL NOTES CONSTRUCTION GENERAL NOTES: 1. The contractor shall notify \he Traffic Engineering Section of The City of Newport Beoch at least three (3) working days in advance of the work to be done in order to coordinate the changes. 2. Construction activity shall be confined to the hours of 8:30am to 3:30pm, Monday to Friday. Any other time must be approved by the City Traffic Engineer. 3. Contractor shall replace all damaged traffic detector loops occurred during construction perCaltrans Standard. TRAFFIC CON1ROL GENERAL NOTES: 1. All work shall be done in accordance with the Work Area Traffic Control Handbook, latest edition, and the Caltrans Traffic Manual Chapter 5, latest edition. • 2. Construction operations sho!I be conducted in such a manner as to cause as little inconvenience as possible to abutting property owners and commuters. 3. The contractor shall hove all signs, delineators, barricades, etc., properly installed prior to commencing construction and shall not attempt to switch to a subsequent phase during working hours. All traffic detours shall be approved by the City Traffic Engineering Section. 4. The contractor shall maintain, on a 24-hour basis, all signs, delineatora, barricades, etc., necessary to ensure proper flow and safety of traffic. 5. The Contractor shall utilize flog men during work hours as deemed necessary by the City. 6. Flashing Arrow Boord shall be used on all primary and arterial streets or where deemed necessary Dy City Traffic Engineer and as shown on the p!ons. 7, Warning Signs: A. Advance warning sign installations shall be equipped with flogs for daytime closures. B. All signs shall be neflectorized and of standard size. 8. Striping: A. The Contractor shall be required to neplace striping and signing to the original state, after completion of construction, unless otherwise detailed on corresponding signing and striping plan. 9. Barricades, De!ineators: A. All delinea\ors shall be 28" minimum portable, reflectorized rubber guide post tube, orange in color, with weighted bases or sandbag rings and shall be kept in their proper position at all times, and shall be repaired, repfaced, or cleaned as necessary to preserve their appearance and continuity. B. Type I or II barricades may be used, in lieu of or in addition to, the rubber guide post, at the discretion of the Contractor, when they are intended to provide additional emphasis in areas where workers are present. C. Temporory protective fencing shall be placed around any open trenches during hours of non-construction operations, if required by the City Traffic Engineer. D. K-Rails shall be reflectarized and confonm to the specifications per Cal\rans Std. Pion A75A. 10. Lighting: A. Where lights ore used to delineate the traveled way through and around the work onea, they shall be type 'C" -steady iium lamps. B. Flashers shall not be used to channelize, separate or delineate the path that traffic is to flow. C. Flashing yellow beacons, type "B", os specified in Section 7-6 of the Watch Manual, latest edition, shall be used on the C1B signs for night closures. 11. Final Inspection: A. Before final ins~ection of the work! the Contractor shall clear the right-of-way and all grounds occupied by him, in connection with this work, of al rubbish, excess materials, equipment, signs, delineators, etc. All ports of the work area shall be left in a neat and presentable condition. B. When the work hos been completed, the City Traffic Engineer ond/or City inspector shall make \he final inspection. 12. The provisions of this traffic control plan shall apply until completion of all phases of this work, within the Public right-of-way. STREET CLOSURE: When stneet closure is op~roved bt the City Traffic Engineer, the Contractor shall notify the Police Deportment Fire Department, OCTA, affecteci residents, and affected businesses at !east five (5) working days in advance. Access for local traffic shall be maintained at all limes. TEMPORARY "NO STOPPING": When temporary •Na Stopping• zone on the street is approved by the City Troffic En_gineer, the Contractor shall notify the Police Department at least three (3) working doys in advance and post 'Tow Away, Temporary No Stopping' signs at leost 48 hours in advance. Indicate the duration of the temporary parking restriction on the signs. SIGNAL TIMING: When signal timing or phasing changes one necessary before or durin,9. the construction and it is opP,roved by City Traffic Engineer, \he conlrac!or sholl notify \he Traffic Engineering Section \949/644-3344) ot leost three (3) working days in advance of the work to be done in order to coordinate the changes. Contractor shall provide \he personnel and the equipment to make the timing or phasing changes. ~ ~ SIDEWALK C2-1 SIDEWALK 24" C2-1{MODIFIED) CLOSED 24" (MODIFIED) CLOSED ~, ~ 36" le USE•· i ~, R96B c,,< CROSSWALK 12 T ~~ ~ ~ (? 35• Ill RELOCATED OCTA SIGN AND POST ~ LEGEND (THIS SHEET ONLY) EXISTING STRIPING & MARKINGS TO REMAIN EXISTING STRIPING & MARKINGS TO BE REMOVED TEMPORARY_ STRIPING & MARKINGS TO BE INSTALLED EXISTING SIGN TO REMAIN 00000 • EXISTING SIGN TO BE REMOVED TEMPORARY SIGN AND POST SIGNALIZED INTERSECTION CALTRANS STRIPING DETAIL NUMBER TEMPORARY PAVEMENT DELINEATION WORK TO BE COMPLETED FOR THIS STAGE FLASHING ARROW SIGN TYPE II BARRICADE TYPE II BARRICADE W/ SIGN TEMPORARY RAILING (TYPE K) TEMPORARY CRASH CUSHIONS DELINEATOR EXISTING SIGNS ON THIS SHEET R1 § R13 NO TURN ON RED G93 G93A ~ !BEGIN) ~ R17 ~ R18-2 RIGHT LANE MUST TURN RIGHT W54 R61-15 MOD) ~tr ONLY ONLY W74(LT) THRU TRAFFIC 24" SIDEWALK CLOSED 24" ♦usE CROSSWALK 36" C2-1 {MODIFIED) SED EA □ AD UCTION CIB C20(BIKE) R96B #41? /?.tsr4 C2-1(MODIFIED) -------~ • SIDEWALK 24 CLOSED 36" W74(LT), R28(S)(B) R17 /7:30AM-9:00AM _/ ,· SCHOOL DAYS ;·: .. .. ' ' ' ' . ' ' ' ' ' ' . 5? / ' • ' • ' . • ' ' ' ' ' . . ' ' ' ' ' ' . ' ' ' ' ' PORTABLE DEUNEATORS--.-i ' ' . I I AT .JO' O.C. ' ' . ;~ ~ ~ : ' : / .~ .' I □ ~ ! , I TEMPORARY CRASH CUSHIONS-F''!+-...,,'.; f12' 10'1t 10'12' ARRAY TJ , , R61-15(MOD) : / £></STING STRIPING TO BE REMOVED (ITEM OF WORK ON SIGNING AND STRIPING PLANS} ... ~--cc STA. 40+0.J R26(S)(B) J'il'N~ ' END K-RAIL TRANSlnON • t 12" WHITE UM/TUNE £XISnNG STRIPING TO BE REMOVED (ITEM OF WORK ON SIGNING AND STRIPING PLANS) OCTA BUS STOP SIGN RELOCATE SIGN AND REFER TO TEMPORARY POST 570' SOUTH TRAmc SIGNAL Pl.AN ON JAMBORl:E FOR CORRESPONDING TRAmc SIGNAL MODIFICAnONS ...::.a.::,- ,jr, ~ to I I[ 5' I R2 B(S)(B) I \ ' □ I I 36" G9.J{MODIFIED) [ 00] 24• BLACK ON ORANGE DETOUR R96B(MODIFIED) 12" YELLOW CROSSWALK LJNES © W54~ USE...._ _,.. 24" SIDEWALK '----SCHOOL CROSSING GUARD TO BE PROVIDED DURING Pl:AK PEDESTRIAN ACTTV!nES 36" G9.J{MODIFIED) I 00] 24• 12" YELLOW CROS~LK UNES T BLACK ON ORANGE DETOUR R96B • USE 24" CROSSWALK 36" G93(MODIFIED) I 00] 24• BLACK ON ORANGE DETOUR + USE R96B 24" CROSSWALK ------------ L-------- 1ol------- ~ ' ~<:::) ,, // "'-- --R28(S)(B) • R28(S)(B) -----i-T □ ~* o 06'_.__ --(ITEM OF WORK ON SIGNING AND 36" ~=--:__-=-~~:~-~!--========:=======::1~:®:~::::~=~~~~===~zJ~~~~ • ----EXISnNG STRIPING TO BE REMOVED _ _ _____ ---"---------2-4;--.__/Rg--, / / /: r ,•. _, __ R28(B) STRIPING Pl.ANS) I 00 I ---010 -------DETOUR ~ • ;; " i ~ " ~ 0 ~ ~ i :> ./ --------010 DETOUR E + 1 --------24" • --~ C13 fl> 12· YELLOW CROSSWALK UNES (D + -------r(; ,1 G.J6 1• Rgs@~ ~ T \ ~ (ITl:M OF WORK ON SIGNING AND RBBB USE 24• i9J.c%Og!ff~fw..JGE 18" BLACK ON ORANG 16-~ \ \ R28(B) STRIPING Pl.ANS) CROSSWALK .-------·-C-3202B " E + 1 ~-------G.J6 ;.;---. v BLACK ON ORANG _ ---------\ E w P,. J. 36" ~:: _ _:__~v~~::..1_v_. _, ---G9.J(MODIFIED) [ 00] 24• ~ BLACK ON ORANGE DETOUR USE ...1111,., R96B _,.. 24" CROSSWALK _.,./ ~ 16 1· DIAL TOLL FREE 1-800-422-4133 AT LEAST lWO DAYS BE,ORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA i3 R!CHAAD E. BARREllO ~ Ii:! No. TR 2006 1;J ,._ .6/30/9 ,._ TRAFFI LINSCOTT, LAW & GREENSPAN, ENGINEERS APPROVED TRAFFIC HANDLING STAGE 1 1580 CORPORATE DRIVE, SUITE 122 l--t---+---------+----10·t JWl,flk..""'l>k JAMBOREE ROAD COSTA MESA, CA 92626 ~ER 2.'2.046 "'.i t;:P;;;;RE:;;.~:;;;RE~D-;-;UN:;;:D;::;;ER-;TH;-;;:E-;:S;-;;:UP;;:ER:;:VISl;:;;:O:;:;-N -;;;OF::-: -,D"A;:;TEC:-: ""Z?TI:11..T<i':14:---~;;~~;~~=======~~~~========~~~-r,;DA';;;;;, E ;;;. ;-A_~"'_· 1 7 c2o-;;E. ;;N,o.:I 9~'-9~~1-..!E:A:::.:S:::.T!..!::::B:.!:L:.::U::::.:..F..:.F_A.!:ci:..!R'.:.L....!F:...O;:!:.!R..!.D~_R~D~j RICHARD E. BARRETTO DAlE BY DESCRIPTION APP'D DESIGt.E~GL"IEN DR<\~N DONALDSON -tJ RTE No. TR 2OOs EXP. DATE 6 30 99 REV1sI0Ns cHEcKrn DATE CITY OF NEWPORT BEACH _,_or_Cb _____ ~ ____ ...,, __ 2_-,.98,.s .. o.,7,.6 . .,1 .... ..i. .. D.;,;W,.G ..... cs.O~7,;;6,.D,;.1 -a......;4.,;1,.6/_9_9 ___ ..... ___________________________ ..... _R_._BAR_R_EITO __ i..._4_19_9_ ..... ___ pu_s_LJ_c_w_o_RK_s_o_E_P_AR_™_E_N_T __ ...,,1.;S;;,;,l,;,;;IE;;;E,;.T..;1,;;,D.;O;;,;,F...;.;18;;.J(/) " < m g m " , 0 ' m E " " r • I ' ~ " m 0 ~ " 0 a ~ ., w :,; ' z C , < m 'l m " " 0 " ' m ~ " " --0 "' □ C s Ll '" " -w . ' z " C < " "' :;; ~ . D ,, ' m ,, p C I I C m □ C □ m C ~ z C , - 5j ~ z fTl I) C 1J ll " ' ' " ,: z :r 0 ,- " ,, 0 " ~ 0 ti 0 C z ~ z !'' ~ 'n 0 ll ~ 'O ,; z a r 0 B " 'O 0 ~ a z • ~ z !Tl n p C: ~ u " z " 'O ,; z -a r C n 0 ~ ~ 0 ~ a z - z C $ OJ m Il D ]J ~ z [i.) z C s: m m Il - D Il ~ z G1 z C ~ [J] m :0 D :0 ~ z [i.) • V NOTE: REFER TO GENERAL CONSTRUCTION AND TRAFFIC CONTROL NOTES ON SHEET 10 OF 18 ROAD NSTRUCTI C18 SIDEWALK C2-1(MODIF/£D) CLOSED C2-1 SIDEWALK (MODIFIED) CLOSED 36" R968 2411 USE+ CROSSWALK 36" 24" 24" ,,.,. ----,,.,. 36" LEGEND (THIS SHEET ONLY) ~ EXISTING STRIPING & MARKINGS TO REMAIN =::::::::::::::::::::: ••l>· EXISTING STRIPING & MARKINGS TO BE REMOVED p f·, T~ ® © 0 ~ ll}l1 X ] 00000 • TEMPORARY STRIPING & MARKINGS TO BE INSTALLED EXISTING SIGN TO REMAIN EXISTING SIGN TO BE REMOVED TEMPORARY SIGN AND POST SIGNALIZED INTERSECTION CAL TRANS STRIPING DETAIL NUMBER TEMPORARY PAVEMENT DELINEATION WORK TO BE COMPLETED FOR THIS STAGE FLASHING ARROW SIGN TYPE II BARRICADE TYPE II BARRICADE W/ SIGN TEMPORARY RAILING (TYPE K) TEMPORARY CRASH CUSHIONS DELINEATOR EXISTING SIGNS ON THIS SHEET R1 R13 • R17 R18-2 R~8(1) R2i(Sl(B) R61-15 MOD) • §v NO ~ RIGHT LANE PNOOOC S'JOlfft ~tr TURN 1,11'1' 11[ l,llf TUI[ ON MUST -- RED TURN RIGHT G93 G93A W11 (RT) W54 ~ [BmN) UTE ~ R28(S)(B) PORTABLE DELINEATORS--... AT 30' 0.C. R61-5------...._ ~ BLACK ON ORANGE STA. 39+01 ' TYPE N ARROW 0 --1-+--v"< -' / · TEMPORARY CRASH CUSHIONS-~ ARRAY TJ ' ' ' ' ' • ' . ' ' ' ' ' ' . ' ' ' ' ' ' . • • ' ' I : fl : ' > ' . ' ' ' ' ' : / ! I ! 10' 12' : ' : I ONLY ONLY W74(LT) THRU TRAFFIC MERGE LEFT / W54 BIKE LANE CLOSED AHEAD C20(8IK£) SIDEWALK 24" CLOSED C2-1(MODIFl£D)------ 24• +usE CROSSWALK 36" R96B ---:----------..:: . ::---------.: - C2-1(MODIF/£D)----lJ_'.fi!.::_:'.l~J:7,:!:_~~--=s • SIDEWALK 24 CLOSED ~ 36" W74(LT)(COVT:R SIGN DURING THIS STAG£) R28(S) R17 /7:30AM-9:00AM SCHOOL DAYS I ' I ' / ~ / ' -. W54~ 36" ----G93(MODIF/£D) I 00] 24" BLACK ON ORANGE DETOUR USE+ R968(MODIFl£D) 24" SIDEWALK W54~ 1 I, I MArcHL;,,r-~-scHooL cRossING GUARD To C" 'Vt.:. SJ';/1 CONTINUE TO 8£ PROVIDED DURING 36" G93(MODIFl£D) [ 00124" BLACK ON ORANG£ DETOUR t USE R968 24" CROSSWALK 36" G93{MODIF/£D) I 00] 24" BLACK ON ORANG£ DETOUR .A.. USE R968 ...-24" CROSSWALK vCE: ABovF ri 38+so PEAK PEDESTRIAN ACTIVITIES. c. LE:FT C20(BIK£) BIKE LANE CLOSED AHEAD CON O(RT) '---G93(MODIFl£D) I 00] 24• BLACK ON ORANG£ DETOUR STA. 39+88 END K-RAIL TRANSmON R61-15(MOD)(COV/:R SIGN DURING THIS STAGE)'-_,, R28(S)(B) ' ' ' ' ' ' . . • ' ' I I : ' PORTABLE DELINEATORS AT 40' O.C. USE+ R968 24" CROSSWALK JAMBOREE 2' --"" • 24" 00 18" DETOUR G36 BLACK ON ORANG £ • 1 1" NOTE: TEMPORARY SIGNING AND STRIPING TO REMAIN FROM STAGE 1 WHERE REFERENCED ON THIS SHEET. R61-5 ~ BLACK ON ORANGE jf ,2)- REFER TO TEMPORARY - TRAFFIC SIGNAL PLAN FOR CORRESPONDING TRAFFIC SIGNAL MODIFICAnONS 1' 'L TRANSlnON 2' R28(S)(B) r}\GJO Cl PORTABLE DELINEATORS AT 40' O.C. .... .... .... -,,., .... ·o -~ -----915+00~ ~ > -- -- -- • ---- ---- ,...,.. ---- 36" Bl.ACK ON ORANG£ • \ ~ % (ii> ,.,:;, \' g~CK ON ORANG£ i°!:1 11 " R95181 C 13 ~ \ \ ~-\R2B(B) G~3(MODIF1£D) I 00] 24" BLACK ON ORANG£ DETOUR .A.. USE. R968..... 24" CROSSWALK DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA fESS/ <> RICIWlll E. "' w "' tt: No. TR 2006 "' 1'-.6/30/9 ... lRAFFlC OF C~ LINSCOTT, LAW & GREENSPAN, ENGINEERS 1580 CORPORATE DRIVE, SUITE 122 COSTA MESA, CA 92626 C-3202B APPROVED TRAFFIC HANDLING STAGE 2 ~if WL9:d~:b JAMBOREE ROAD 1---1----1------------t----J TRAFFIC ENGINEER 2.2045 AT -\, R.C.E. NO.~-- rnP;:;:RE;;--:PA:;;;RE:;:"D ";-;:UN~DE;:;;'R"';;TH:;;:E-;:SU::;;P;::;ER-:;,VIS::;;;IO;:;-N :;;;OF::--, --;D;;:ATITE"."",.]i;Ji~3[.--~==~==~~===================~=~i-;:-;DATE:::::::;:A:-p-••_\ .,20;;:1::::::l;:;::-9-99--i.___:E::...A:..:S=-T.:..:B:.:L::.:U=....:..F...:.F_-=D;;.;R~..:F:....;:O:....:R..;:..=D_:..:R:.::D~~I ~~ •·· DESIGNED DRAWN r-s RICHARD E. BARRETTO DATE BY oEscR1PT10N APP-o c. NGUYEN J. ooNALDSoN CITY OF NEWPORT BEACH ·2, c~;,.. --u RTE NO. TR 2006 EXP. DATE 06 30 99 REVISIONS CHECKED DATE 1------------1 l'.'1 R. BA~RETTO 4/99 PUBUC WORKS DEPARTMENT SHEET 11 OF 18 v, 2-986076.1 DWG. C6076D2 4/16/99 m " m . " " 0 ' ~ rn !! • " 2 "" 0 p C ~ 0 ~ z ~ I I ' I i N I i • z C :;;: OJ m JJ D Il ~ z Gl z C $ [Il 'ti - 0 Ii ~ z G) z C $ OJ m JJ 0 Il ~ z G) • u .... ..c CJ , (J ..... -· ....... --·· •• --·· .-·· GENERAL NOTES (THIS SHEET ONLY) 1. ALL WORK, EQUIPMENT, AND MATERIAL SHALL CONFORM TO THE JULY 1995 STANDARD PLANS AND SPECIFICATIONS OF THE CALIFORNIA DEPARTMENT OF TRANSPORTATION. • 2. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS TO BE REMOVED BY WET SANDBLASTING. 3. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE 2-COAT PAINT, UNLESS NOTED OTHERWISE. CONSTRUCTION NOTES (THIS SHEET ONLY) IJ] INSTALL SIGN(S) INDICATED AND POST. II) RESET SIGN(S) INDICATED AND POST. @) REMOVE SIGN(S) INDICATED AND POST. III ADD SIGN TO EXISTING POST. I]) RELOCATE SIGN(S) INDICATED AND POST. @) INSTALL 4" SOLID WHITE STRIPE WITH NON-REFLECTIVE MARKERS PER CALTRANS STD. PLAN A20D (50 LF.) III INSTALL 4• SOLID WHITE STRIPE. SIGNS ON THIS SHEET R1 R2(25 SPEED LIMIT 25 R2(50 SPEED LIMIT 50 G93 G93A ~ IBElllH) ~ R13 NO TURN ON RED R17 ~ R£LOCAT£D OCTA SIGN AND POST R18-2 RIGHT LANE MUST TURN RIGHT W54 R!8(r) R2i(SrB) P~NG 5rWFtJ; iMf M l.!t( 1IIE -- W65 W74(LT) !scHODLI THRU TRAFFIC MERGE LEFT R61-15 MOD) ~tr ONLY ONLY W75(LT) LANE ENDS MERGE LEFT W11 RT R28 8 ... ---------········· ---··· --------- ___.. ------------------ ---- --·· -- ~- ---- R28(8) ------ ....----------- -------- --------- - " --~---- TYPE "K" llillil@I --········-·-----.... -. c.,, ----c,,, ------------·..; OCTA BUS STOP SIGN 5 R£LOCAT£ SIGN AND POST 570' SOUTH ON JAMBOR££ DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG 120' -------:-------..=:: :::--------:: R28(S)(B) TYP£ IV(L) ARROW T TYP£ !{10) ARROW Tr----. TYP£ IV(R) ARROW T ~, ' I I ' I ' RtB-2 i .-------H-.N j R61-15(MOD) R2B(S)(B) STA. 40+73 £ND R=72' TYP£ 1(10) ARROW T W54 1 R18-2 .. ···-·------------·-·······-·-···-·------· .. ···-············ a········-·-·············· '-------· .... .... bl ~ ls . . 1· I -l'lj ; 12' 10 1 10·112· • l c, ' I I ' • ; W65, R2(25), R72 I~ I~ ·&...; I V) ' ;;§ I / ' R17 /7:30AM-9:00AM/R26(S)(B) SCHOOL DAYS "SLOW P£D XING" PAV£M£NT MARKINGS(f) L.H-TYP£ IV(R) ARROW G) 38 TYP£ IV(L) ARROW 0 39 12" Y£LLOW CROSSWALK LIN£S 0 12" WHIT£ LIMIT LINs{f)-_--, ----0 ·..; ~ • ' ~ .N • --• ~ --' ' 50' -· \ •t:{cc:a .N ' ~ -· ------ • 50' --' ·..;-' .. "~:, ' ' ' ~ LEGEND (THIS SHEET ONLY) -'> EXISTING STRIPING & MARKINGS TO REMAIN ·······------------·········~;;;;:······ EXISTING STRIPING & MARKINGS TO BE REMOVED -PROPOSED STRIPING & MARKINGS 18-2 ..------:::::· 28(8) ...--------::: -- --- I> EXISTING SIGN TO REMAIN r, EXISTING SIGN TO BE REMOVED PROPOSED SIGN SIGNALIZED INTERSECTION CALTIRANS STRIPING DETAIL NUMBER THERMOPLASTIC ~ ----------- ~ ~ / /R28(B) ~ C-3202B APPROVED SIGNING 0 • STRIPING PLAN LINSCOTT, LAW & GREENSPAN, ENGINEERS [) 1 °'" 0 ~ 0 "-• $ 0 ~ a • B l! ~ I ;> " ~gi~A ca~;fR~lE i~~~6 SUITE 122 t---+--+-----------+---.1 ~E~~.£~-; JAMBOREE ROAD RICHARD E. BNffiEITO ~ ~~~;;::;;:;;:;;--:;;:~~;;;;;;~;::---;:;;:-w:-47rmaiq~--"1----l-_:_.J-__________ j_~ A ( R,C,E. ND.~~-AT -[ ::u I PREPARED UNDER THE SUPER\1S!ON OF: DA TE: i,. .-, • ~'Jl 19 ""' No. ;;3~~~: • ~~ t-::::-J:::--jl---===::-----J-=::-t;o~ATE;;;;;;--P_"'_',-;;;;l ;;;;;:;--" 7_;.......!::E!:A~S~T~B~L=.U::::.!..F.!.F___!D::=.!,!RL.!F...;O::=.!.!R~D~R~D~V) C ~~ RICHARD E. BARRETTO DATE BY DESCRIPTION APP'D DESIGfE~GlJYEN DRA~~ DONALDSON ...J --::---c.-..,0,o RTE NO. TR 2006 EXP. DATE 6 30 99 CHECKED DATE CITY OF NEWPORT BEACH t---3_0f..,_· _6_-11..l:) ._ ______________________________________________________ UII_D_ER-GR-OU-ND-S-ER-VIC_E_ALE_RT_or_s_Olllll-ER_H _CA-Ur-oR-HI-A -----iii;;";;::;..._..JL..i2,;-~98~6~0~761,;;, 1~.J...!i;D;:::wG~-.!C~6~07~6~G~1 ... L..~4:{;./1~6.:/9~9?.,__J.. _______ R_EVI_S_ION_s _______ .L....:R~. BAR=RETT:O:.l-~4:.:/9:.9 _.L __ ;;;PU=B~Uc;_:wo~R~KS~DE:PA:R~TM~E:NT~-.J;!'.;~~;!!=!~~ l • I r • l. i· ' ' ' □ r " □ ' '" s " . ~ z .m \: C "' 0 ~ z j, ~ i:; z I 0 r 0 z C s co m JJ 0 JJ ~ z Gl z C ~ OJ m Il -• u ...... 0 JJ ~ z Ci) z C $ [D m JJ D JJ ~ z G) ..c ,., I Cl 0 POLE SCHEDULE GENERAL NOTES SIGNAL PHASE DIAGRAM ~-S_TAND __ AR_D_,,..,.... WMINAIRE I--SI_GN_AL_M_OU_N_ll_NG_AN--,D_PLACEM ___ EN_T+-,:;--,PrPB_-+~-BrPB------1 I.S.N.S. POLE LOC ~ ¢ ¢ LEGEND LOCA llON• REMARKS • T"IPE I ;~sT~~-HPS MASTA:uw: POLE si'::AL au~ ARROW au~:;-ARR_o_w-+-_.:;;CDOU;.;.;;.BLE=..;.F:_ACE)___._ __ t-A-+--e--+--------1 1. ALL WORK AND MATERIAL SHALL CONFORM TO THE STANDARD PLANS AND SPECIFICATIONS (DATED JULY 1995) OF CALIFORNIA DEPARTMENT OF TIRANSPORTATION, THE SPECIAL PROVISIONS OF THIS PROJECT AND THE CllY OF NEWPORT BEACH CRITERIA, STANDARD SPECIFICATIONS CONDmONS. VEHICULAR & PEDESTRIAN MOVEMENTS PER FUNCTION OLj j NOT 1 r NOT 0 ® © © ® © 19-2-70 25' 12' 250 W MAS SV-1-T SP-1-T ~0 -- 11-H 1-A 24 1-A (RL) 14 II-H 8' 35' 12' 25' 12' 8' 26-4-70 45' 15' 1-A 150 W 250 W 250 W 150 W 250 W MAS MAS MAS,MAS MAS(N) TV-2-T TV-1-T SV-1 SV-1-T SV-1-T SV-2-T (N) SV-1-T SV-1-T SV-1-T SV-1-T TV-1-T SP-1-T SP-1-T (RL) SP-1-T SP-1-T -(N) -(N) ¢2 -NW ¢2 ¢4 NW -NW - Jamboree Rd Eastbluff- Jamboree Rd Ford-+- 2.5' B' COVER PED SIGNAL 2.5' 8.5' SEE PLAN 2.5' 8' SEE PLAN 2.5' 10.5' 2.5' 1 O' COVER PED SIGNAL 2.5' 1 o' 2.5' 10' 2. EXACT EQUIPMENT AND DETECTOR LOOP LOCATION SHALL BE APPROVED BY THE TRAFFIC ENGINEER OR HIS REPRESENTATIVE PRIOR TO INSTALLATION BY THE CONTRACTOR. 3. THE CONTRACTOR SHALL EXERCISE EXTREME CARE TO AVOID DAMAGING EXISTING UTILmES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES, PUBLIC OR PRIVATE, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR THE TOTAL EXPENSE OF REPAIR OR REPLACEMENT OF ANY UNDERGROUND FACILITIES DAMAGED BY HIS OPERATIONS. 4. CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR THE INTENDED OPERATION. 5. ALL CONDUIT INSTALLED BETWEEN ADJOINING PULLBOXES SHALL BE 2 1/2" UNLESS SHOWN OTHERWISE, AND SHALL HAVE 30" MIN. COVER. 6. NEW PULLBOXES SHOWN SHALL BE (15, UNLESS SHOWN OTHERWISE. 7. UNGROUNDED SIGNAL CONDUCTORS SHALL NOT BE SPLICED. __J -----USED v USED EA S TB L U F Fi-,N=E,,..,.MA-;--;::,PH"'"'A=sE=--=DE=s=1c""NA=T=10N,.,..-+---,.1-1--.,,..5 --+----,.2,--11-----,6,,--+-..,..3-;---=7.---+---,-4--t---.a.-- cooRoINA TED FUNCTION DRIVE *DE1ERMINED BY MAS1ER COMPU1ER ~ I I i "' DURING COORDINA1ED I 3-1¢3 '2c-3 1-~3 OPERATION • , r;-i -,, r~ I I I I 1/7/ /1'-.., ~ I 191.... '"': ,• r I ~ ~ ~ I ~I _ ...... \II I rtlr--h I', :,_ 5i::.Ji " I I ~ @ I LU I I " r.;,;;;a ,, * * * 8. ALL SALVAGED MATERIALS & EQUIPMENT SHALL BECOME THE PROPERTY OF THE CONTRACTOR EXCEPT AS NOTED. 9. EXCEPT AS NOTED, LOOP DETECTORS SHALL BE 6'x6' WITH 1 o· SPACING CENTERED IN TRAVEL LANE. ,. ~ I I~" D " JI I I I lr.3::-i, l..-:5:-,lr.1 a"' . :' r ~.: I,' I : • ~ 0 ~ .~ I . ' . ' -+-1--1-11 f--ll-llfl--,---t-o 5 ' 200 2"C, 3 DLC 10. ALL NEW AND EXISTING RED INDICATIONS SHALL BE LIGHT EMITTING DIODES (LE.D.'S) EXCEPT PROGRAM VISIBILITY (P.V.) HEADS. ;: i' , I 1 r ~ u -~,, "" --1/,\ l[ 4 ,, 1 , 1Df > 11 /<Ji!) 1 s': !'; ~)' t-, 1 : o : ® /2\ ,,./ ALL EQUIPMENT IS EXISTING UNLESS NOTED OTHERWISE. (N) = NEW (RL) = RELOCATE • SEE DETAIL "A" 11. ALL NEW SIGNAL HEADS AND BACK PLATES SHALL BE METAL, ALL LENSES SHALL BE GLASS. NEW LEFT-TURN SIGNAL HEADS SHALL HAVE RED, YELLOW AND GREEN ARROWS. ALL VEHICLE INDICATIONS SHALL BE 12". PEDESTRIAN INDICATIONS SHALL BE INTERNATIONAL SYMBOL TYPE "A". ' • · T7 h -H ~,.., .i 1" A-2 2·c. 3 DLc -~-) n ,! 11 I -..s: ---::-~ -·I -fl---'-• -I'> N,.,. -~ R96171 \ ----:::::::::::-::::=:-~~,~-:,.,.--~_ -~ ; 11 / 1' -tt:~Fri~ IC-..;; 'tj-11 J~U::: ~ l AWG #14 #12 #10 - TC • l * FOR GENERAL PLACEMENT ONLY. FINAL DETERMINATION BASED ON ENGINEERS AUTHORIZATION AFTER CONTRACTORS IDENTIFICATION OF UTILITIES. -· ~•c, 3 DLC - \ -• ,,: I I E -'---l~ i /14 \ ,-~o ~' /,_ ~ =. 0 -~ -:--~--::..:=::: --___ ---.r ~ ,;,;,.' ,; , /4'>a---,"'r-:--+'DITAIL "B"-~ >,, ,:, ~ _ ------ ~.:r_;-.--;.. ,,::;;.;;... I ; ~ -..._ TEL-----: "' ---o=r---=--------::j ----., ' ,. ' JAMBOREE ROAD 2"C,3DLC7 ----------------------' c::======~1--\-=,::~:=-=~= ---~ --=;-----:; ----I --=---~:~==.:.==, _-i.-wa_~c~lV __ lb~,~---V"1'--<?==;==-==!2 =--_">-' 8 \ 0 161101-~1J ~---------------- --t-· -----=::====="'\ ---------/---=--j: -: :..,,.---r:,.:,-~~---~----=-;,--~ ;;,_-1i_____ \,,~ _\_J ' ,\, C'TA A1-L1 'OT / ..--1 3-\116 ------2-1)6 POLE LOCATION DETAIL "A" NO SCALIE ~-~:=----:. ~.,-~ ----. , ,' . , ~ -,·, -M, ----~.,,;:,_ ::::~r--~ RP£ASTB,UFFDRIVE (IIR96 a ~ ~ __ ~ _J r.::i. I •-,. ... , _ I -----~\tti·---~------__..-----()iO ~ \'\ '-fill \ ~==n d -=----=~ ---_c::_.,,._..=--=-:;.;-::..==•=·"~'==~-=-_"c:=_-_-=-.:::---_-r..;;;a ____ -------=:::::-_-__ -::._~--~-~-~----==---::::==-=-----===::;:;::;:;:::::: _ 2·c. ~::~Le~-~--~-__ / --#,;\\-~ ~ __ __..----j ~ J µ ~ ---~-7,0,ac~ _ ::=:-:=~1-=z. c~ DL,9 ______ v""' ---------------------I I .r--!6 ~I\',','% I "l,,; _\. l ~ =-----~-------------------g-+'5~-1r--, -ii \\ ',~',,i: ,. ,';,1111111=1= 7 =---I ,i,,!sL-----~_\, ~ 0 0 0 12" R 12" Y -----~\t---=::;w;NETER~(2~)0~·~::J:iYN;:;:;;:;;;;;;;~;~~,;,,,,~;;;;~_~~~~-~-~-~-~-~-~-~-~-~~-~-~-~-~-~-~-~-~~u~·;,,.;;,;~.~•e~,e;•,ic"c;;;;;;;;;;;;;;~~:;;~~~~u~•u~~~.. O ~"-i ! \ !'" S,,OOl!!a "'.J. \ :11 ;'~~i_Jd-;;;;~~;;;;;:;2:=~==-•- •• • ;ff • ,,;:,, -~ILJ Os Lo LJ 3 --• -1-1 :\ \\ : -~ "\ I 1' • :fr ~ LJ "'5~ I I ~IE ~ f I .~ I --- _-----=~-------------------------------------------------------77-=--r LJ-JE l"")W I cl co OJ 1 \;l~==r------12" G . • 12" GA n:-/'\ <-<~ \ "\ ~ \;: ~ ~t\ R73-6 f-,....[1'il11 _ 1-¢2 C -- - - -~ r;-16" ~, \ -1 ~ 'j1Jl~(:M;O,D~)~+-i/~ ~~!__---7~ ·o rr r-IBI~~ \ \ i ' ,. I /4\ "\. :c Vo 6 2 1 2-\112 L DETAIL "B" NO SCALE CONDUCTOR SCHEDULE CONDUIT RUN CIRCUIT 01 02 3 03 ¢4 3(N) 3(N) 3(N) 3(N) - 3 3 3 3 ¢5 3 3 3 ¢2P (1l3P (FUTUREl 2 2 2 2 - ¢4P -2(N) 2(N) 2(N) - (1l6P (FUTURE) -2 2 2 ¢2PPB (1l3PPB· (FUTURE' - (1l4PPB -1(N) 1(N) - (1l6PPB (FUTURE) 1 1 ¢2BPB (1l3BPB (FUTURE' 1 1 1 1 ¢4BPB - (1l6BPB (FUTURE) - 3 3 3 3 2 3 3 3 3 3 3 3 3 3 3 3 3 6 6 6 3 3 3 3 3 2 2 2 2 2 2 4 4 4 -2(N) 2(N) 2(N) 2 2 4 4 4 1 1 1 1 1 1 1 1 -1(N) 1(N) 1(N) 1 1 BPB&PPBCOMMON 1 1 1 1 1 1 1 1 2 2 2 SPARES 3 3 3 3 3 3 3 3 6 6 6 TOTAL 114 :-J6N ~ Ji!N :!(!"'-N'l--13-+_19-+_2_2 +-2_8 +~· :Y,N· ~, I.S.N.S. - 2 2 2 2 2 2 2 2 2 2 TOTAL .1112 2 2 2 2 2 2 2 2 2 2 SIG. COMMON 1 1111111111 LUMINAIRE 2 2 2 2 2 2 2 2 2 2 TOTAL 1 3 3 3 3 3 '3 3 3 3 3 ¢1 ---1 ----111 ¢2 ----3355555 3-¢2 ,_, s:Jr, -/ ,_ 1 I ' .,, '\'-f2 (17' MOUNTING ~!~ ro ;..' J,l J~i:I: ~/:1 \\ ! I 17 1\R9I I"'-l ~i1GHT) _ 0 _=-0 ~ ~ =---~------------------:,t,-------------------------1------;c:,;-----lllliz2<-~~,-r:.14 -3 0 ()aa1 ""' ¢2 h ';').., I "'~ I ,A-I ---~ ---i--· I o 17..::J , DETAIL ·a· -"'0 ' 8==,-_ ----~~~===:.:-~===-:=_:-:.==-=..-:__ --------------_ ---0--= ==--.:::-_-_-_--!! -------¢2P i1l3+0LA \ t lr'1 -¼ )0\ l 1 1/2"C, 1BPR #22 IC CONSTRUCTION NOTES TO SAN JOAQUIN HILLS RD ~\ -1'~,,_· _...,-,'' ' -' 71 ® ¢6 EVP 10 11 TO SAN JOAQUIN HILLS RD \ ><-,' ' fl LI · , '/ R96'71 1 1/2"C, 1BPR #22 IC -rjl EXISTI Nie CONTROLL lYPE 7 1 _\. -1-i --J.:.11 TO FORD/LORAL ACCESS i..:..I REUSE NG MULTISO s MODEL 820 ER IN R13 @\ ,--. 1 . --- 1 /4"-I// r < ~:; 1 ,,,. . .., c 10 v ·~ [__Jr i> 11 , 0 9 APPROX. 2750' INDUCTIVE LOOP • DETECTOR SCHEDULE SENSOR CHANNEL DETECTORS #1 1 (1) 1-¢2 1 2 (2) 2-¢2 2 #2 1 (3) 3-¢2 3 2 4-¢2 1 5-¢2 2 1-¢5 4 #4 1 2-¢5 5 2 1-¢1 6 #5 1 (4) 1-¢6 7 2 (5) 2-ill6 8 1 (6) 3-ill6 9 2 4-¢6 1 5-¢6 #7 2 1-ill3 10 1 2-¢3 11 2 3-¢3 12 1 (7) 1-¢4 13 2 (8) 2-¢4 14 1 3-¢4 "P" CABINET WITH DETECTION AS SHOWN, INCLUDING VEHICLE , , ',,,,,,,. COUNTING SYSTEM, AND MISCELLANEOUS AUXILIARY EQUIPMENT AS REQUIRED TO PROVIDE THE INTENDED OPERATION. lzl REUSE MODIFIED lYPE II SERVICE WITH 50 AMP BREAKER FOR \ \ ' -I l.:;J SIGNAL, 30 AMP BREAKER FOR LUMINAIRE (UNMETERED), 15 AMP I '1 IV ,--J -4 I BREAKER FOR ISNS AND 15 AMP BREAKER SPARE. 1 ' ~,{II d ~-¢4 I I}] PROTECT SIGNAL POLE IN PLACE FROM CONSTRUCTION ACTIVllY. 1 1;2"c, BPR #19 Ic_/1 \ \ C :- 0 , 12 . \V \vAR. \I"-, 1 PHASE 3 LOOPS TO REMAIN OPERATIONAL DURING STAGE 1. TO FORD/LORAL ACCESS \ \ '13' 4' 10' , ,+ W APPROX. 2400' 20•, \ _.,,. 1 _ d \v \' 6 COVER EXISTING PEDESTRIAN HEAD. \ . L @] REMOVE EXISTING PEDESTRIAN PUSH BUTTON ASSEMBLY. , 1 \ 3_\114 ~4 '5-¢4 @) INSTALL NEW ADA APPROVED PEDESTRIAN PUSH BUTTON ASSEMBLY. REFER TO EQUIPMENT SCHEDULE FOR PHASE, QUADRANT AND ARROW INFORMATION. III COVER EXISTING SIGN. @) PROTECT EXISTING PULLBOX IN PLACE. \ I ~ I \ 20' 1 /2"C, 2-DLC - • N 0 C!. 1 1 /2"C, 2-DLC III REMOVE EXISTIN~EHICLE HEAD. RELOCATE PEDESTRIAN HEAD TO POLE LOCATION ,u. RELOCATE EXISTING SIGNAL POLE AND REMAINING EQUIPMENT TO NEW TEMPORARY POLE LOCATION ®· II§) REMOVE EXISTING BICYCLE PUSH BUTTON ASSEMBLY. ~ I \ ~ \ \ \ 2-\114 \ ~ 1-\ll;\.--------------, IJ] WELD ON TENON AND INSTALL ill2-12" VEHICLE INDICATION. WIRE TO PHASE ill2 CIRCUIT. FORD ROAD ATTENTION Utilities shown on the plan are based on available records. It shall be the contractor's sole responsibility to verify all existing utilities by contacting utility agencies, and to exercise extreme core to avoid damaging existing utilities during excavation. DLC(113 • 3333----333 #10 2 4-ill4 rYPE "8' ¢4 - - - - - - - - 6 6 6 f-¢5'-------1-_-1--_-1--_-1--_-1--_-1--2-1--2-1--2-t--2-+--2-+-2-l 06 3 5 5 5 5 TOTAL DLC 3 3 6 9 3 5 7 7 22 22 22 PR #19 INTERCONNECT CABLE -1 1 1 1 #11 1 5-¢4 2 6-¢4 ■ SENSOR UNITS ARE RACK MOUNTED WITH MULTIPLE OUTPUTS. DI C-.3202B AL APPROVED TEMPORARY TRAFFIC SIGNAL ~-.,ofEss,o,v. LINSCOTT, LAW & GREENSPAN, ENGINEERS ~ \ ST AGE 1 £ :1< c 1580 CORPORATE DRIVE, SUITE 122 ,~,.,._J_hi\2:dv,MNM~ BPR #22 INTERCONNECT CABLE -· -1 1 1 EVP CABLE 1 1 1 1 1 CONDUIT SIZE 1 1 1 1 (!] VCS INPUT NUMBER (#) SYSTEM SAMPLER NUMBER Pi YU cHu \ t;;;-;c:;;-;o~sT:;;-A-;;;:;;::M;:;;E-:;:S~A~, ;;;;C;;;A~~92-;;;6::-2_6----;:;;;;;:::-'2i:mm-r-~==l===~===================:=~-r ENGINEER R.c.E. No.-Zi~o=4s~ JAMBOREE ROAD AT DIAL TOLL FREE 1-800-422-4133 ~ N-o.~0~48=92~,-!,l PREPARED UNDER THE SUPER~ OF: DATE: "'' 16 ·~~ O-:-:::-t~-i----~~:-:------i--::=;-;;;DA~TE:;:;:A;;-~-·-·\_2r;o,;;;:;1;;;::9'3_'3_-;._E_A_S_T_B_L_U_F_F __ D_R_,!./_F__,..O_R_D __ R_D__.~ AT LEAST TWO DAYS ,..n Exp.09/30/00 ,.. YU CHU fa~ I DATE BY D'SCRIPTION '°P'D DESIGNED DRAWN _ 1 BEFORE YOU DIG "1 CML ,$ 7 -~ K. HANKINSON J. DONALDSON CITY OF NEWPORT BEACH , 4 b~-b ...., ALL CONDUIT AND CONDUCTORS ARE EXISTING, (N) = NEW "'<' :o"",-~~,.,§,o'<i" RCE NO. 048921 EXP. DATE 09/30/00 REVISIONS CHECKED DATE 1---;;._---1 ~ l!U~NLE!:S!S!N~O~TE~D~O~TH~ER~Wl:S:E ___________________________________________ J.:UH:DE:RG:RO:IIH:D~S=ERVl=CE~ALE=RT~O~F:SO:UTH:ER:N~C=AU:F:OR:NIA::J. __ ,..:~~""~::_ __ ..r:;:2a9~86~0~7~6;l,l __ L.:1gDW~G[.Jc~6]0~76~SU,l_.1.:=4~/~l~B/~9~9:,_ __ J_ _________ .;:.:,.:.. ________ J....:K.~HAN=KIN:S:DNl.~4:/9:9 __ J. _ _,~P~U~BU~C:..:WO!R~KS;!DE~P:AR~lM:E~N~T--J:!!~ .. ~:~:-:·-~~•,n;.;1~ tfi ,. I z C $ OJ ·m :0 ) 0 JJ ~ z G1 z C $ OJ m IJ ' - D Il ~ z G1 z C $ rn !B D :0 ~ z r,; • (/, --.I ..c V, t V 0 POLE SCHEDULE GENERAL NOTES SIGNAL PHASE DIAGRAM 1-__ s_TAN_D~ARD--=--' WMINAIRE f-SI_GN_AL_M_OU_N_ll_NG_AN--,D_P_LA_CEM __ EN_T+---,::;--iPP_B_-t-::--BPr-B----, I.S.N.S. POLE LOC I :~STARM VEHICt.E ¢ I ¢ LEGEND LOCATION• REMARKS ---· +-TYP_E_+ I UM. HPS MAST ARM POLE si:'AI.. l~ARROW ll'.l!:!!!=i-ARR __ 0_w+-_(;:;;O.;.OU.;.;;.;BLE;;.;;;...F'.;...A_CE)...:.,. __ f-A-+-B-+--------1 1. ALL WORK AND MATERIAL SHALL CONFORM TO THE STANDARD PLANS AND SPECIFICATIONS (DATED JULY 1995) OF CALIFORNIA DEPARTMENT OF TIRANSPORTATION, THE SPECIAL PROVISIONS OF TIHIS PROJECT AND TIHE CITY OF NEWPORT BEACH CRITERIA, STANDARD SPECIFICATIONS CONDITIONS. 2. EXACT EQUIPMENT AND DETECTOR LOOP LOCATION SHALL BE APPROVED BY TIHE TRAFFIC ENGINEER OR HIS REPRESENTATIVE PRIOR TO INSTALLATION BY TIHE CONTRACTOR. VEHICULAR & PEDESTRIAN MOVEMENTS PER FUNCTION j NOT 1 r NOT __} _____ _,.. USED ~ USED EA S TB L U FF ....,N""E'""'M A-:--=PH,.,.,A=sE=-=DE=s-=1 G,.,..N A=-=T=1 ON,-,-+----=-1-t--:=--5 --+-----=2---,r---,s=--+---=-3----t--=7=---t---,-4 ----=s:--0 19-2-70 25' 12' 250 W MAS SV-1-T SP-1-T ~~ -- ® © © © ® 11-H 8' 26-4-70 45' 12' (N) (N) (N) 1-A (N) 14 11-H 25' 12' 8' 26-4-70 45' 15' 1-A 150 W 250 W (N) 250 W 150 W 250 W MAS MAS,MAS MAS TV-2-T SV-1-T (N) TV-2-T (N) SV-1-T SV-1-T SV-1-T SV-1-T TV-1-T ALL EQUIPMEN IS EXISTING UNLESS NOTED OTHERWISE. TC BCR 1-+--~--~ t T • FOR GENERAL PLACEMENT ONLY. FINAL DETERMINATION BASED ON ENGINEERS AUTHORIZATION AFTER CONTRACTORS IDENTIFICATION OF UTILITIES. SP-1-T SP-1-T (RL) SP-1-T SP-1-T (N) = NEW ¢4 SW ¢4 SW ¢2 NW ---- ¢2 -¢4 NW NW (RL) = RELOCATE ltil 1 ~"C 3 DLC -' Jamboree Rd 2.5' 8' 2.5' 8.5' -Eastbluff (FNBT) (N) SEE PLAN Eastbluff -(FSBT) SEE PLAN Jamboree Rd 2.5' 10.5' COVER PED SIGNAL ULTIMATE SIGNAL POLE AND LOCATION ULTIMATE SIGNAL POLE AND LOCATION 2.5' 1 0' COVER PED SIGNAL 3. TIHE CONTRACTOR SHALL EXERCISE EXTREME CARE TO AVOID DAMAGING EXISTING UTILITIES. IT SHALL BE TIHE RESPONSIBILITY OF TIHE CONTRACTOR TO VERIFY TIHE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES, PUBLIC OR PRIVATE, AND TO PROTECT TIHEM FROM DAMAGE. TIHE CONTRACTOR SHALL BEAR TIHE TOTAL EXPENSE OF REPAIR OR REPLACEMENT OF ANY UNDERGROUND FACILITIES DAMAGED BY HIS OPERATIONS. 4. CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE TIHE CORRECT CONDUCTORS REQUIRED FOR TIHE INTIENDED OPERATION. 5. ALL CONDUIT INSTALLED BETWEEN ADJOINING PULLBOXES SHALL BE 2 1/2" UNLESS SHOWN OTIHERWISE, AND SHALL HAVE 30" MIN. COVER. 6. NEW PULLBOXES SHOWN SHALL BE #5, UNLESS SHOWN OTHERWISE. 7. UNGROUNDED SIGNAL CONDUCTORS SHALL NOT BE SPLICED. * * * * DRI T TE COORDINATED FUNCTION Y ,. • DETERMINED BY MASTER COMPUTER \I 1· 1 , DURING COORDINATED 1i _ ~ 12_:::.: ~ 1:: !~ OPERATION I I I I I l'-,. I I I, '"' I I I I I I ...-➔'" ,,.....- (, ( r, 'I "', 1 , r : JI• I "-, e ~ : : ~ © ' l : ~ : i: : : ' :;, 1--0 I, m1---1m 8. ALL SALVAGED MATERIALS & EQUIPMENT SHALL BECOME THE PROPERTY OF TIHE CONTRACTOR EXCEPT AS NOTED. 5 :: :: 1,1 : :~ I -1~:; .. 1 ·"~ ~ ,' r r' "' • I I ' I I~ • 200 2"C, 3 OLC Ford__.,. 2.5' 1 o· 2.5' 1 0' • SEE DETAIL "A" 9. EXCEPT AS NOTED, LOOP DETECTORS SHALL BE 6'x6' WITH 10' SPACING CENTERED IN TRAVEL LANE. 10. ALL NEW AND EXISTING RED INDICATIONS SHALL BE LIGHT EMITTING DIODES (LE.D.'S) 6 EXCEPT PROGRAM VISIBILITY (P.V.) HEADS. 11. ALL NEW SIGNAL HEADS AND BACK PLATES SHALL BE METAL, ALL LENSES SHALL BE GLASS. NEW LEFT-TURN SIGNAL HEADS SHALL HAVE RED, YELLOW AND GREEN ARROWS. ALL VEHICLE INDICATIONS SHALL BE 12". PEDESTRIAN INDICATIONS SHALL BE INTERNATIONAL SYMBOL TYPE "A". // , ' ;,:. \: /; ~li ,:d 't ~ E~C -+-~~ :IT l O "® , I~ _,,. 1 , , • 1" --)<y, . ~""' ;;\ 2"C, 3 DLC • ~ "' 4 JAMBOREE ROAD .,. , ! ,,'' ,' ~ -_,':j .. F~-:' -· -:..,.,:_---¢( "' R96f'71 :::---::::_,--" ,.--, ',-,V~II'-'1" ,,-I~ --~,-__i..:.JI ------ 3 DLC 7 I • ,,-: , I -.. • ~ i,, ¢4 'r( ,, ( F J --------:-::::-_::.:-Ji:::::-.:=-------1 ~ 2"C, 3 DLC_.:-.:-::::,.,-,, }]-I '1, 3 '~ ,..__.,....._+-m--Di=;:i:_t_;;)"B"_\ • ~'.::' ·,, ----::::------... "_JT ---~--' ' t'\. ' ---:::::::::.; ----• [J.· -----~:-= ---"""'fee L ,~ ""' \ -~ ~I-(, --0::,-=--------_, --~.:-~---_ -------=------------1--------=-------==---_-.::..::_~~~-_:-~;lV~-i~~-2-c~::::c-=-:?;,i)~~R~. _-<L\i4! :_:l"-.C'T: AT.U17 '>Tt;' l>T ¢ 511~ --,\~~-:.----.:-----------':: __ -, POLE LOCATION DETAIL "A" NO SCALE ___ ---------· ---------------·t-------------------------.., --_---, . ...,__ =:J RL: llfY ,~~¢ '',¥ RP EASTBLUFF D 1 RN£ ~ __ ..--'r ~#:.~.:..::===~: .. =---------------~----18"C'5-1~--,---;~-----~~ ...• ,, ----------(17' MOUNTING H£1GM\~~~jr~ V z [z)R9~-t_,J---~ u __ ... __ --3; ~'."' '-'~ ~ ~------------------I - --------~-- -• •-• .,:: • _· -, -~ ... :-Ii:--{}-: ___:.:c___---I ~ I] J_J: ~ (fl;' , ~---=--=c ~ ------· ---------: ; ' •• ¢6! I'\~~~ ,t I 1\"'\ /"·1J O cl.. ;; _J,,~ 1-116 12" R I • ' ' ¢1 I . !E \ t~~~~-;;;;;;;;z.==~==-, T _,I , _ PV , , ,i : 94+00 -w IIETER (2) DO WII .'-! I I II I 12" Y - 0 0 0 12" G :fi' ,;,;,·-~ 6 l_ LJ cYL. ~., i i \ ! ~ ! ! " \ -I ' -- _-➔------------~---------CsLJ7c21i..rEJ~ • ~ ~; I ¢5,~'"~~· =i-----n m /\. \ \ ' -" PVI R73-6 ~ C: ~l___.1, LLJ /6\ , ~!~ 0 11 (M0 1 D) 2 \ • 12" GA 1-¢2 ---·-·--I ' I I _\, L--"'D t '1 \ :I I /4\ ¢ 2 \ , 0 E. ;AULT DETAIL "B" 2-¢2 ---·····--N-rt-. ·, I , .., I 4 ¢N2.-.:::: : r01-----. _,,,, l'l ' ' I , <1l w ~ (17' MOUNTING ,_-'' 29n' Tn , I LJ d ,.,, \ Q I HEIGHT) -=----t,J AWG #14 NO SCALE CONDUCTOR SCHEDULE CONDUIT RUN CIRCUIT 01 -3(N) 3 02 - 3 3 03 04 3(N) 3(N) 3(N) 3(N) - 3 3 3 3 05 3 3 ¢6 3 3 02P ¢3P (FUlURE' 2 2 2 2 ¢4P -2 2 2 ¢6P (FUlURE) -2 2 2 2 02PPB - 03PPB (FUTURE - 04PPB -1 1 06PPB (FUTURE) 1 1 1 02BPB - ¢3BPB (FUTURE 1 1 1 04BPB - 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 2 2 2 2 4 4 4 2 2 2 2 2 4 4 4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ¢6BPB (FUTURE) - -1 1 - - - - 1 1 1 BPB & PPB COMMON 1 1 1 1 1 1 1 1 2 2 2 SPARES 3 3 3 3 3 3 3 3 6 6 6 3-¢2 TOTAL #14 IJ(/'N ~N >1(/N ~-r::N:,1;,~r,IN~1:-::6c-t-1:-::9c-t-:-:25:-1:;r~~N ti~~N ti~~ #12 I.S.N.S. 2 2 2 2 2 2 2 2 2 2 TOTAL 1112 2 2 2 2 2 2 2 2 2 2 SIG. COMMON 1 1 1 1 1 #10 LUMINAIRE 2 2 2 2 2 2 2 2 2 2 TOTAL 1 3 3 3 3 3 3 3 '3 3 3 01 1 1 1 02 - - - - 3 3 5 5 5 5 5 DLC ¢3 2 2 2 2 - - - - 2 2 2 YPE "B" ¢4 - - - - - - - -6 6 6 1--------l---f---l---f f---+----lf---+--l---t--+---+---I 05 -----222222 ¢6 --35----555 TOTAL DLC 2 2 5 8 3 5 7 7 21 21 21 RPR i19 INTERCONNECT CABLE -1 1 1 1 8PR #22 INTERCONNECT CABLE -1 1 1 1 EVP CABLE -1 1 1 1 BCR 11) ~2 ~,;I -¢1 r:1 '1 "3 ; -IR91 N ¢6 -0-0 ---,-, ,-~---;:-------------------;r-------------------------+----~c;----1,,;z::; . .c--:; ,=tb-,, •~ -· ¢:, _ 1.....-::;-/ \ _Jn "-'' 7-\ _ ---~ -O I DETAIL "811 ~ ...., • L t::.)('""" v ------ ~=""~~~===--=-=====--=---------_ = -------------_ ----o-= -----:" ---------,-1-/2'~c-. 1-aP:-#2-2 ~ch@~11 tJ ¢2P ~'.\r~ \ ~ _P> \fi1 ri""' F§;g~~ • ~ 'f;,'v&~© :: ¼ ~. l 1 112 .. c. 1aPR #22 ic CONSTRUCTION NOTES To sAN JoAaurN HILLS RD iCc 1' -" '1'--+ , n-r=mH\ln=-1/lfi = ,, To SAN JOAQUIN HILLS RD 1 ~' ' LI D R96f'71 1 1/2"C, 18PR #22 IC INDUCTIVE LOOP ■ DETECTOR SCHEDULE SENSOR CHANNEL DETECTORS #1 1 (1) 1-¢2 1 2 (2) 2-¢2 2 #2 1 (3) 3-¢2 3 2 4-¢2 1 5-¢2 2 1-¢5 4 #4 1 2-¢5 5 2 1-¢1 6 #5 1 (4) 1-¢6 7 2 (5) 2-¢6 8 #6 1 (6) 3-¢6 9 2 4-¢6 #7 1 5-¢6 2 1-¢3 10 #8 1 2-¢3 11 2 SPARE 12 #9 1 (7) 1-¢4 13 2 (8) 2-¢4 14 #10 1 2 4-¢4 #11 1 5-¢4 2 6-¢4 ■ SENSOR UNITS ARE RACK MOUNTED WITH MUL llPLE OUTPUTS. [!j VCS INPUT NUMBER r:ii 7 -t -\ i..:..11 TO FORD/LORAL ACCESS r.1J REUSE EXISTING MULTISONICS MODEL 820 CONTROLLER IN lYPE \ ,---~ .... --e.\<,-\,9;,r4I\J,l,-ln!.\\t y • 1 9 APPROX. 2750, •p• CABINET WITH DETECTION AS SHOWN. INCLUDING VEHICLE R130 . / r 1---~I_ .. c ~ ® COUNTING SYSTEM, AND MISCELLANEOUS AUXILIARY EQUIPMENT AS I AB V '--/ ,, II H REQUIRED TO PROVIDE THE INTENDED OPERATION. 1 VA' 1 v I]) REUSE MODIFIED TYPE II SERVICE WITH 50 AMP BREAKER FOR \ '\ I :\ '--/ ,.J SIGNAL, 30 AMP BREAKER FOR LUMINAIRE (UNMETERED), 15 AMP 1 1 v ,-¢4 ¢4 I BREAKER FOR ISNS AND 15 AMP BREAKER SPARE. ~ d I 1 1/2"C, 6PR #19 IC -1 O' 12• VAR. @ TO FORD/LORAL ACCESS \ 20,1 ,,,3, 4' 10' 1 r.ii COVER EXISTING PEDESTRIAN HEAD. APPROX. 2400' , ;1 C iV Isl REMOVE AND SALVAGE SIGNAL POLE COMPLETE. -\ I \ I ,c C n':J ~ 3-¢4 4.-¢4 5-¢4 l:,dJ @] RELOCATE EXISTING EVP TO NEW SIGNAL POLE ©. REMOVE AND SALVAGE ALL REMAINING EQUIPMENT. \ [1) COVER EXISTING SIGN. \ 1 I ~ I -' 0 1 /2"C, 2-DLC • 1 1 /2"C, 2-DLC ~ I \ ~ \ \ ,.,;\ .... 2_-_114 ____ \ ___________ ___, FORD. ROAD NOTE: ALL EQUIPMENT FROM STAGE 1 TO REMAIN IN STAGE 2, UNLESS NOTED OTHERWISE. DI AL ATTENTION Utilities shown, on the pion are based on ovoilable records. It shall be the contractor's sole responsibility to verify all existing utilities by contacting utility agencies, and to exercise extreme care to avoid damaging existing utilities during excavation. C-3202B APPROVED TEMPORARY TRAFFIC SIGNAL DIAL TOLL FREE I 1-800-422-4133 LINSCOTT, LAW & GREENSPAN, ENGINEERS 1580 CORPORATE DRIVE, SUITE 122 COSTA MESA, CA 92626 0-n ~m~w,Ak STAGE 2 1----+--+-----------+----l~ER z ,\!, JAMBOREE ROAD AT R.C.[ NO u, I, CONDUIT SIZE 2" 2,;· 2,;· 3" 2" 2" 2· 2-2 2-3~'12-3~ 2-3Y,' (#) SYSTEM SAMPLER NUMBER AT LEAST TWO DAYS BEFORE YOU DIG PREPARED UNDER THE s~:;s~ OF: YU CHU # DATE A~.;l 2P1 I9~c, EASTBLUFF DR/FORD RD 1-DA::TE:-r--:BY=-l------:◊=Es=cR=IP=TIO:::-N-----r-::AP:::;P,~D i,;;DE~SIG;;;'.~Em~AN-KIN-'S◊-N ro;;;;RA'.;;;~;;"N ◊-◊NALD-S-◊N"1-----------...!.---,-----,,,-----I -;-\ CITY OF NEWPORT BEACH . 5 ci= G. Li't ALL CONDUIT AND CONDUCTORS ARE EXISTING, UNLESS NOTED OTHERWISE (N) = NEW UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA RCE NO. 048921 EXP. DATE 09/30/00 2 986076.1 I DWG. C6076S1 I 4/16/99 CHECKED DATE 1--~--- K. HANKINSON 4/99 PUBLIC WORKS DEPARTMENT ~HEET 11-Gr • n -..J ·.,!',;) REVISIONS ~ ! I I I . I z C ~ OJ rn :0 0 ]] ~ z Cil z C ~ (D rn II 0 ]] ~ z G) z C $ OJ rn J] 0 II ~ z G) ...J t u 0 POLE SCHEDULE GENERAL NOTES SIG AL PHASE DIAGRAM ~-ST_AN---,-D,.,.ARO='"'"""-rl LUMINAIRE1--SI_GN_AL_M_OU_N_TI_N_G_AN_DT""P_LA_CEM_EN_T+-,,...-,PP8 __ +-,,-BP-,-B_--i I.S.N.S. POLE 1. ALL WORK AND MATERIAL SHALL CONFORM TO THE STANDARD PLANS AND SPECIFICATIONS (DATED VEHICULAR & PEDESTRIAN _j ~----~ t! I NOT · l NOT LOC. ~ MASTARM HPS VEHla.E PED. jil~ ARROW j1J ARROW LEGEND LOCATION* REMARKS JULY 1995) OF CALIFORNIA DEPARTMENT OF TRANSPORTATION, THE SPECIAL PROVISIONS OF THIS MOVEMENTS PER FUNCTION ,-__ ~ TYPE (DOUBLE FACE) A B PROJECT AND THE CllY OF NEWPORT BEACH CRITERIA, STANDARD SPECIFICATIONS CONDmONS. USED USED -----+Jilli. WM. MASTARM POLE SIGNAL QU =+----f'QU,,,J'=fAl--+---=-----....a.--+--+--+--------1 2. EXACT EQUIPMENT AND DETECTOR LOOP LOCATION SHALL BE APPROVED BY THE. TIRAFFIC E' A s T'BL UF' 17' -© 19_2_70 25• 12, 250 w MAS SV-2-T fil2r •• -_ Jamboree Rd (N) 2_5, 8, 1113 & 1114 EVP TO BE ENGINEER OR HIS REPRESENTATIVE PRIOR TO INSTALLATION BY THE CONTRACTOR. .fi rt:N~E~M:A::P~H~A~SE~~D~E~S:IG~N:A:T~IO~N~=t=~1===1==~5===t=~2===~=:6~===1==3~===~=~7===1==4~==~==~8==--(N) (N) SP-l-T NW'N· (N) -INSTALLED 3. THE CONTRACTOR SHALL EXERCISE EXTREME CARE TO AVOID DAMAGING EXISTING UTILITIES. COORDINATED FUNCTION * * * * ® SP-1-T jil3(N' -jil2(N'' -IT SHALL BE THE RESPONSIBILllY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND DRIV.E r~~~~~~=-'-'"--"-=-:.---'---~===c~n===;-...,_ _____ _,_ _____ _ B 11-H -8' 150 W -TV-2-T (N) NE •• (N) NW' (N) -2.5' 8.5' LOCATION OF ALL UNDERGROUND UTILITTES, PUBLIC OR PRIVATE, AND TO PROTECT THEM •~~~~1NJgt.t~0TER i : : 2+5 : [1:i~I-- FROM DAMAGE. THE coNTRAcToR sHALL BEAR THE TOTAL EXPENSE oF REPAIR • 11 1 I 1 1 .... ouR1Nc cooRDINATED 1 1+5 1 1 2+6 1 mf-· --w © 26(N~-70 ,~; cJ; 2~~) w MAS,~~rMA~ svoJ)-T SP(~)-T ~~(N (N) --~:i~~~ ~~:~ (N) SEE PLAN MOUNT PPB AT 3' 4" 4. g~N~5~~~E~~~~D~LE ~~ Xi~Ji~~~gu~ ,:c1~~~iJ~G~~1gJu~~ ~JL~~No~~ALL l ~ ! !1)1 ~:; ~ 1,:: ~~ OPERATION . 1+6 . 11--'®='-1--'c1~5--+-''--'--t-::-12"'·+-2-::-:5:>--:o-'-w,,,.--+-'---'---t--:::sv-:'-~1:...--=T----ll-----'---'--+-----ll--'--'--+--t---+-=='-"-_;..---'"-='-'-'--+----,-----,1----------1 BE THE CONTRACTOR'S RESPONSIBILllY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED ' ' <i.rf, i ,i-.! i I I 1\ -(N) ---- ---2.5' 57' FOR THE INTENDED OPERATION. I I )··+·· -' •• ;. 1(~~ -(N) -TV~Nl-T SP-1-T -/il3( --SEE PLAN MOUNT PPB AT 3•4• 5. ~~i~Ng.u.ii~~~~D ~~E~~J~~!N~1:u~'o8J~~ SHALL BE 2 1/2" UNLESS ITT-. "'. ! = ( j r . r ............... • I ~ © (N) -(N) (N) f ~N. (N) NE N (N) 6. NEW PuLLBoxEs sHowN sHALL BE #5, UNLESS sHowN oTHERw1sE. .___. \ I 1 :···, ·1 r·t1 1·· h 1 ......._ 1 "' :" 0 \ ® 25, 12, MAS jil6,N -2.5, 10_5, 7. UNGROUNDED SIGNAL CONDUCTORS SHALL NOT BE SPLICED. : ! :,)·-1·.i ! ___ .i ri ...... I ,. F 14 250 W (N) SV-1-T "" SE\ (N) --Jamboree Rd 8. ALL SALVAGED MATERIALS & EQUIPMENT SHALL BECOME THE PROPERlY OF THE " ,, I / ,.; CONTRACTOR EXCEPT AS NOTED. ~y,-.. !~ :: ' . ~Ill[ I © 11-H -8' 150 W -SV-1-T SP-1-T --~~(N (N) -2.5' 10' 9. ~~E~l:~i~tO~fETECTORS SHALL BE 6'x6' WITH 10' SPACING ~ ~1 '} r' ',; : :···r 1 1 1 1 ' • rue--l--t.ll.llltla1°-½ ®. 26 _4_ 70 45, 15, MAS,MAS SV-1-T _ _ _ _ Ford -(FNBT) (N) 2_5• 10, 10. ALL NEW AND EXISTING RED INDICATIONS SHALL BE LIGHT EMITilNG DIODES (LE.D.'S) ·: ;! , \ ~ ) r·+·'' 1 ••• -' ;_... ![ 250 W MAS(N) SV-1-T SP-l-T -Ford (FSBT) EXCEPT PROGRAM VISIBILllY (P.V.) HEADS. 3 ,.· i; , : •fli;J , L4-o © 1-A ----TV1J0-T -~?!,N -(N) ~:i<N -(N) -2.5' 10· 11. ~tk~~N~G~FT~~~ ~7g~iK~':~~~kv:ER~l;r~L~ ~~s~R:E~~R:~ws. / ,. ! /Ei ··, ·:.~ ··· 1 : ~r-, --F Ii\ R96 2 .. c, 3 DLC ALL VEHICLE INDICATIONS SHALL BE 12". PEDESTRIAN INDICATIONS SHALL BE ·" -::, :~1 ,;_ ' 1 1 1 1 ' I-' All EQUIPMENT IS EXISTING UNLESS NOTED OTHERWISE. (N} • NEW (RL) • RELOCAlE • SEE DETAIL "A" INTERNATIONAL SYMBOL TYPE "A". r;;;;-.-~::~ D ,, ..:· ,' &;,, ·· ···. ,.---f~pi:~7;.;;,\~l~-\'-1 '-12 -:::-::::.~ ," O ~ : "---,-s J OCC-• JAMBOREE ROAD ''" D<C '· \:,r;~ip'~;;,;;, , i',i;.~ : ~-a C .-ih.,/ ~<;.;(©_.:,_~~::=-.-j ~ • 200 2"C 3 DLC • __.----i 8 . y 1--s-_::::::::c:.c:::c:::y=::\:::;;::~:;:~:~:::c:=c:·:c.:::~:~c:=··:::::::~~: •• :.:: ••• ~:.:::::~:cc: ••• ::::::::~:::::::::::::::::i::.: ••• : •• : •••• ~:::_-~'~':'~'~~::::::::::::::::::::::::~~:::~;~;::·:c·:·~cc~.-~~ ~:-~=:~·-_--: ~: -~:;i·~/ t~ 6A I . fl/ 4 : ~ er, ,~~:or I if' --- 1 1~L-C-----_ _-------- • FOR GENERAL PLACEMENT ONLY. FINAL DETERMINATION I ' 2-¢6 BCRH--L---~ BASED ON ENGINEERS AUTHORIZA llON AFTER CONTRACTORS IDENTIFICATION , ···,· ' . . oF UTILITIES. __. ic -,1-, n PODLEETALIOLC~AT~.ON -:.===-=--t -=-z .. c.-3 ~LC ---=-====--z===:::n)~iiil~-::--_~ ___ ::.::. ___ ~::.=-=:_· __ ,.,., ----~----=--=------=-=-=-=-=--=--========-=--:-:-====:-::-.::-:l.~ L2=--=-c-=-. =J=DL=C~===--=--:-=::;;;::/4\,o-,;;--:,_::r~~--..;_,.-4' -~ .. -~f)\ \· ~ ~y-----\ 1l\l~~=)---:~:_w,:i-___ _ =-----,c·sS\------\ _:-----____ --------l\! 0 /: : '"I i -~ : ~ ; . ~ I /2\ ., :, J 0 - NO SCALE 0 0 0 • 12" R 12" Y 12" G 12" GA ' ~ I : ., " i ! ',i ,-I ,~;' Ll - .,..,..(2)00 '!" ~, -----;f}' • '~ ;;·c ! l w llL .I :·II!' ~ PV' ! \~ :=~JI ~:Bl-II --,_;9~\4~+~o~o=j_m:;;;;:::-r1---; ---i-----------------=c2f"::__ ______ ~f l=·-·rn~i--_:l=~-rr~i ~l=·--, ~: 0::::.....if\~~-1 i \ ~ r \\I_;...;.,&:±~·~------- , ~ 00 OJ \ ¢5~ m /\ I \ ; ~ PV\~R:73~-~6t f---:;:r~-7w C: _ _ N 17\ , ,"f (MOO) 2 2.o·ow I . - I - - DETAIL "B" VAULT --:::7 ~- ,....-- ---i-i ---__ -_-::_ ______ ,... ___ -_-_-_-_-_-_-_-=.-=.¥~-,t,.....,----t-t+---_+-itn;-~;-7 f-----t'• =~t-'-r: ---il'ili)?--;..., _ A -: , (17' MOUNTING 3-¢2 BCR -.....". // I ~ \ , i3 _ I ¢6 -o --.1 j~:_-0 ------------------y-------------------------1----~~c,---=~~~t~.,-t 3, ' ';;; Q""' ¢2 . -~1 ~n'-C1-....__1;><..l~--r7 NO SCALE [J1 .,gn' T() \ J, J " , d ~ \ ., \_ /4Y \1 RS'.~ HEIGHT) .:=-0 1 CONDUCTOR SCHEDULE (N) = NEW O --------------------0---------0-----------□---"2-~~,.. ~ ~3 1 mt. ·sr 1~ \ 1 /.At: ~<'('--'---"' -- 1--.,...------,.----c-o-ND:c-U.,,-,1T::--""'Ru.,,.N.,..---------1~~~==::.:-::..===~ -------/. iJ 1= _ AWG CIRCUIT .Q}. & & & ,&. ~ .6. ffi £ ~ & A1. l 1 1;2·c, 1BPR #22 IC CONSTRUCTION NOTES ., • • ~ ·' 1:-@ 06 EVP #14 #12 #10 DLC 1' 1 n · " R95 1 1/2"c, 18PR u22 1c _J !1)l _ _ _ _ _ 3(N) 3(N) 3(N) 3(N) 3(N) 3(N) 3(N) TO SAN JOAQUIN HILLS RD 8 0 / H-/\ -1=J . --.., / ,.2 ____ 3(N)3(N)3(N)3(N)3(N)3(N)3(N)3(N) IJ]REUSEEXISTINGMULTISONICSMODEL820CONTROLLERIN1YPE 1718111112: '/ __ ¢4 -~1,h\ ~ ~ 1, t 10 r~p~i~0 2L~5Rt,LACCESS ., •p• CABINET WITH DETECTION AS SHOWN, INCLUDING VEHICLE , / 1,'"' • 11)3 3(N) 3(N) 3(N) 3(N) ----3 ¼N ¼N-~ COUNTING SYSTEM, AND MISCELLANEOUS AUXILIARY EQUIPMENT AS ,,. ~ 5 fl/4 1 \ £VP i/4\s / 1 ' 1_:=' "1 1 vLJ 1 ,. ~ 0\ \~--.__,,.. 11)4 3 3 3 3 _ _ _ _ _ 3 3 3 INDUCTIVE LOOP ■ REQUIRED TO PROVIDE THE INTENDED OPERATION. \ , L ~ L , "'5 - - 3 3 --- --3 3 3 DETECTOR SCHEDULE 121 REUSE MODIFIED lYPE II SERVICE WITH 50 AMP BREAKER FOR 8 \ I ',1 8112 "' l.:;J SIGNAL, 30 AMP BREAKER FOR LUMINAIRE (UNMETERED), 15 AMP I'/ fl/4 1 11)6 - - - - - 3 3 3 3 3 3 3 BREAKER FOR ISNS AND 15 AMP BREAKER SPARE. '1, I i d _, d " ,Iii l-¢4 I SENSOR CHANNEL DETECTORS INSTALL fl/3 AND fl/4 £VP---;--~ I 1~ ' ~ !1l2P ------- 2 2 2 2 2 @) RELOCATE EXISTING EVP TO NEW SIGNAL POLE©. REMOVE AND SALVAGE 1 1/2"C, 6PR #19 IC_/ ;. AR. \t- 1 1 !1)3P 2 2 2 2 --- - 2 4 4 4 #1 1 (1) 1-¢2 1 ALL REMAINING EQUIPMENT. TO FORD/LORAL ACCESS 1\ 20 ,\ ~3, 4, 10, 10' 12' 1/2"c, 2-DLC 11l5P --2 2 -2 2 2 2 4 4 4 2 (2) 2 -¢2 2 r.j:°i REMOVE AND SALVAGE EXISTING SIGNAL POLE© COMPLETE. APPROX. 2400' , ' L ,_ I IV !1l2PPB --------1 1 1 1 1 (3) 3-¢2 3 l..;;:;J \ I L (1)3PPB -----'1 1 1 1 1 1 1 #2 2 4-¢2 @) REMOVE EXISTING R13 SIGN FROM POLE@. 1 3-¢4 4~(114 5-(!)4 t-")J (li6PPB 1 1 1 1 -----1 1 1 1 5-¢2 (1)2BPB --- - ---1 1 1 1 1 #3 2 1-¢5 4 @) WELD ON TENON AND INSTALL 9l2-12" VEHICLE INDICATION. WIRE !1)3BPB 1(N) 1(N) 1(N) 1(N) -----1(N) 1(N) 1(N) 1 2-¢5 5 TO PHASE lllZ CIRCUIT. (1)4BPB ---------1 1 1 #4 2 1-lll1 6 171 REMOVE AND SALVAGE EXISTING 8" SECTION SIGNAL HEAD AND MOUNTING. "'6BPB 1 1..:..1 INSTALL NEW 12"-SECTION SIGNAL HEAD AND MOUNTING. ., --1 1 --- - - 1 1 1 ( 4) 1-9l6 7 #5 2 (5) 2-¢6 B I]] REPLACE EXISTING PEDESTRIAN PUSH BlfTTON ASSEMBLY WITH ADA 1 (6) 3_¢6 9 APPROVED PEDESTRIAN PUSH BUTTON ASSEMBLY. 2 4-¢6 @] REMOVE AND SALVAGE EXISTING ILLUMINATED STREET NAME SIGN (1.S.N.S.). 1 5 _¢6 INSTALL NEW I.S.N.S. WITH LEGEND PER POLE SCHEDULE. 2 1-¢3 10 II§) REMOVE AND SALVAGE EXISTING SIGNAL POLE COMPLETE. BPB & PPB COMMON 1 1 1 1 1(N) 1 1 1 1 2 2 2 SPARES 3 3 3 3 3(N) 3 3 3 3 6 6 6 TOTAL #14 lIWN-~N" ~N ~N 7(N) !.jlfN !WN ~ ~~ E I.S.N.S. - 2 2 2 -2 2 2 2 2 2 2 TOTAL #12 - 2 2 2 -2 2 2 2 2 2 2 #7 1 2-¢3 11 2 SPARE 12 I]) REMOVE AND SALVAGE EXISTING PEDESTRIAN SIGNAL AND MOUNTING. INSTALL NEW PEDESTRIAN SIGNAL WITH INTERNATIONAL SYMBOLS. . 1 ·c1) 1-¢4 13 2 (8) 2-¢4 14 j12I REPLACE EXISTING BICYCLE PUSH BUTTON ASSEMBLY WITH ADA APPROVED PUSH BUTTON ASSEMBLY. #1 0 ·~i--.....,,::---,--3-_¢_4 __ --i 2 4-¢4 SIG. COMMON 1 1 1 1 1 (N) 1 1 1 1 1 1 1 LUMINAIRE -2 2 2 2(N) 2 2 2 2 2 2 2 TOTAL 1 3 3 3 3(N) 3 3 3 3 3 3 3 ~ ---1 ---- - 1 1 1 (1)2 ---. -3(N) 3 3 5 5 5 5 5 11)3 2222-----222 #8 #9 I ~ I ~ I \ ~ 1 1 /2"C, 2-DLC -' \ ;,:~\i-2--(1)4------~\ ___________ _ ATTENTION FORD ROAD Utilities shown on the pion are based on available records. It shall be· the contractor's sole responsibility to verify all existing ·utilities by contacting utility agencies, and to exercise extreme care to avoid damaging existing utilities during excavation. !'PE 'B" 04 - - -------6 6 6 1 5-¢4 1 -¢6 ,....-- I f--!1)':-5-----+-_-+-_-t-_----11--_-+-_-+-_-+-2-t-2 -+--2-+-2-+-2-+-2--1 #11 2 6-¢4 C-3202B 11)6 --3 5 -----5 5 5 TOTAL DLC 2 2 5 8 3(N) 3 5 7 7 21 21 21 PR fl9 INlERCONNECT CABLE -1 1 1 1 8PR #22 INTERCONNECT CABLE -1 1 1 1 1 EVP CABLE --1 1 1 3 3 4 4 CONDUIT SIZE "(N 2i,; 2J," 3" 2"(N 2"(N 2" 2~· 2-2"2-3½ 2-3!','~-3" ALL CONDUIT AND CONDUCTORS ARE EXISTING, UNLESS NOlED OTHERWISE ■ SENSOR UNITS ARE RACK MOUNTED WITH MULTIPLE OUTPUTS. [!) VCS INPUT NUMBER (#) SYSTEM SAMPLER NUMBER DI AL • DIAL TOLL FREE 1-800-422-4133 AT !£AST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA LINSCOTT, LAW & GREENSPAN, ENGINEERS APPROVED TRAFFIC SIGNAL MODIFICATION PLAN 15ao coRPORATE DRIVE, SUITE 122 ~vn,<e:&,~~ JAMBOREE ROAD COSTA MESA, CA 92626 TR.If ENGINEER 22.04,; AT, I t.:P:;;;:RE~PA;;;;RE~o7.:uN~o;:;;ER-:;:1H;;-.:E-;;sd;-;;;uP:;:;;ER~s;;;:10:;:;-N -;;;oF::-: -,D;;:Aii:TE::--:✓,: ,,.,TJ,'7'6 ,7'-,n,~-t--l---1-----------+-___j DATE Ap,,\ R~.~ No_l9_S9____ EASTBLUFF DR/FORD RD ~ YU CHU <7&:: '-oA=TE:-t-:B::Y-t-----=DE::::sc=R1P=Tio:::N----,-::AP=P·;::-ot";;;D,;.;Sl;;;;G:mE~-AN-K1N-SO-NT"'nsoRA~~;;:;-~D-o-NA-LDS_o_N I--C=:!ITY:!:O:=..!.F.!:N::::.!::EWP::!::..!.O~RT~-B!::EA~C'LH.!..~'....!!G~c-1".-(;!.!.!~-115 RCE NO. 048921 EXP. DATE 09/30/00 CHECKED DATE V") 2 986076.1 I DWG. C6076S1 I 4/16/99 REVISIONS K. HANKINSON 4/99 PUBLIC WORKS DEPARTMENT •-'.: lJ\ ! z C ~ OJ ~ 0 II ~ z G1 z C s:: rn g 0 JJ ~ z G1 z C s OJ m JJ 0 :0 ~ z G1 -