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HomeMy WebLinkAboutT_5650_SI I V Il C I INl I TY W,I? ----------------~ --------~ SCALE: 1" = "408' I. i RF1i-F IC SIGR. RNll HIGmY lIGITTNG COOSTROCTION 5iru. CONFO™ TO THIS PlfN, STATE 0::-CRLIFORNIA STRNJmlJ S?ECIFICf!TIONS ~ SiRffiilRll Rf!NS (lJRTEIJ Jll.Y !S92l fill! '11-E S!'ECIFL f'RO\IIS!a-5. 2. co:mocrm SC!Oll.U: IS ru,NI:HJI AS RI IISTIU.!lTION GUIil.!!£ ONLY. IT S{f;!.L EE: M CONTRRCT~'S R\:.S!'ONSIBILITY TO f'RO\IIJE: Ti€ a:mECT co:'IDUCTO:SS REOUIREll F~ OC IHTENJEl 0?8ifl uoN. 3. CCMF!flCTOR sm..L EXERCISE tlCT1lEl£ CllRE TO f!IIIOJJ lllmGING EXISTll:G UTILITIES. 4. IJ:'~ SI~R. CONWCTOOS !H'l..l NOT EE Sl'l...ICEll. S. RU. Sfi.VfG]J ~TEiUR.S liNll EOOIF/aff SHill-l:ECM: TIE PRMRI Y O!'" TH':: ~~ EXa:?i RS NO'IE!!. AGEINICV SmJ'l'&l.fl.'i CALIFORNIA GAS C(M!!NY SOU'l~ CALil?OP.ITTA EDISON Cm.P.dNY PACIFIC TELmIONE COMPANY CITY OF NEM'ORT mm {UTILI'l'IES) COONIT SANITATIONS DISTRICTS GROUP W CABLE OF CALIFORNIA WYJNITY CABLE VISION • UNDDGROOND SERVICE AtlmT CITY OF NEffl>l:1'1' mm 'l'IW'FIC ENGINDROO NEM'ORr POLICE DEP~ AGENCY 634-0251 895-0221 551-7736 6#-3011 002~2411 m. 222 642-3260 720-2056 1-801>--4224133 ~ 6#-3344 6#-3717 CITY OF NE""WPORT BEACH PUBLIC WORKS DEPARTJ\.1ENT ~~~ON AVIE AT ILOIRlAIL AIEIRlO~UTRON~C ACC~SS IFO[R]!DJ !Rl!DJ /A, T ILO!RAIL AlEIRlONUir[RKQN ~ C ACCIESS J~QJ!RlEIE !Ric» AT !FORD !R[D) Jk~O!RilE~ IRUi:» Air SAN JOA(Q}[UJ ll !NI H ll lLILS RID> ~AIL ff310A BIL Vic» Air 115TH ST N~orRrr BIL.VD AT 28TH ST N~O!RT BIL \flD> Air ~(Q)T[H] Sir N BffeF.?O!RT BIL \f[D) AT 321i\!JIDJ ST IA.ND TIRlAIFIFOC ~llGNAIL ~NT~ROOJNN~Cir AT VAR~OUS ILOXCAT U ONS C-3008 SHEET I ----------TITI.E S!£ET SHEET 2 ----------BISON !Wt: AT LORAL ACCESS RD S!-ll:T 3 ----------fOOIJ RD AT LORRL ACCESS R!l ~ 4 ----------Jw.BOR'tt RD RT FOOD RD 51-!EET 5 ----------JR:IBO~ Rll AT SRNTA ~ IR _ .,_ ______ ._ _ C':'\O'\ITt'l 'Ot>C~ rD DT ,...,., M "'"""'rn,-n, -'•"" n "'""'·"'" "' n _,,,., s.,u;.,twuc. "' Sl£ET7 ---- - -----JRXBOREE RD AT SAN JOAQUIN HILLS RD ----------~O::H Ji'I_ VII AT 32!\lll ST SHl:ETS ----------~ORT llLVII AT 301H ST 51-1:ET 10 --------- - 1'6-i'ORT BLVD AT 28TH ST !NET I! ----------Ba.BOA BUJV AT 15TH ST SI-UT 12 ----------INTERCO!.l'ECT ra.PO.'TT llLVll s~m 13 ----------nm:m:ot .. ~cr S!Jl"ERIOR RVE AND l'I.HCENTIA AVE Sl'aJ' 14 ----,------INTERCONNECT mmooEE Rll, BIRCH ST, 00\/ER DR, ftlll 1£STQ.IFF' IR 51-ID" 15 ----------INTERCO'lff:CT l'Df'ORT CENTER d,£a4/J/. tdiudWJ 4-------'-------- TRRFF IC "ENG I NEER • TITLE SHEET R.E. NO. 22045 ORTE .Jl/ne, 24, 1994 . DESIGNED · Dl~1'1l'i~, CITY OF NEWPORT BERCH T-5650-S o-------+-------RG LEON P U EL IC HORKS DEPRRTf~Er~T SHEET 1 OF 15 CHECKED ORTE June 1394 I I I I 0 JJ ~ z G) z C ~ rn m II GENERAL NOTES L TRAFFIC SIGNAL AND HIGHWAY LIGHTING CONSTRUCTION SHALL CONFORM TO THIS PLAN, STATE OF CALIFORNIA STANDARD SPECIFICATIONS AND STANDARD PLANS (DATED JULY 1992) AND THE SPECIAL PROVISIONS. 2. CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL BE THE CONTR.I\CTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTOR$ REQUIRED FOR THE INTENDED OPERATION. 3. ALL CONDUIT INSTALLED BETWEEN ADJOINING PULLBOXES SHALL BE 2 1 /2" UNLESS SHOWN OTHERWISE, AND SHALL HAVE 3D" MIN. COVER. 4. NEW PULLBOXES SHALL BE #5 UNLESS SHOWN OTHERWISE. 5. CONTRACTOR SHALL EXERCISE EXTREME CARE TO AVOID DAMAGING EXISTING UTILITIES. 6, UNGROUNDED SIGNAL CONDUCTORS SHALL NOT BE SPLICED. 7. ALL SALVAGED MATERIALS & EQUIPMENT SHALL BECOME THE PROPERTY OF THE CONTRACTOR EXCEPT AS NOTED. 8. EXCEPT AS OTHERWISE NOTED, LOOP DETECTORS SHALL BE 6'X 6' CENTERED IN TRAVEL LANE. INDUCTIVE LOOP Ill DETECTOR SCHEDULE SENSOR UNIT CHANNEL DETECTOR 1 '1' 1-¢2 #1 2 (2 2-02 1 (3) 3-0'2 #2 2 4-¢2 #3 1 5-¢2 2 .1-¢5 1 14 1-06 /14 2 (5 2-06 1 (6 3-¢6 f/5 2 4-16 f/6 1 5-~6 2 3-11)8 117 1 1-01 2 2-¢1 #8 1 1-£18 2 2-8 #9 1 1-4 2 2-4 111111 CITY FURNISHED SENSOR UNITS v.1LL BE RACK MOUNT WITH MULTIPLE OUTPUTS. SEE NOTE [2J AND SPECIAL PROVISIONS. [ij VCS INPUT NUMBER (#) SYSTEM SAMPLER NUMBER 1 2 3 4 5 6 7 8 9 10 11 12 13 BISON LOCATION K 1 ½" C, 6 PR. #19 IC ◄+--"c:,1---- 0 <D ~ 0 ,n ---;-----j------·----- 1-¢2 2-¢2 CONDUCTOR SCHEDULE Ill AWG CIRCUIT RUN NO. /1\ /2\ /3\ /4\ /5\ /5\ /7\ 1111 3 3 3 3 3 3 3 11)2 ( OLA (1)4 3 3 3 3 ¢5 3 1<16 3 3 3 3 3 ¢B 3 3 .3 3 lil2P 2 2 fl/4P 2 2 2 2 2 06P 2 2 2 2 2 08P 2 2 2 !2PPB 1 14PPB 1 1 1 1 1 1 1 06PPB 1 1 1 1 #14 ¢BPPB 1 1 02BPB 1 1 ¢4BPB 1 1 t 1 ¢6BPB 1 1 088PB PPB COMMON 1 1 1 1 1 1 1 SPARES 3 3 3 3 3 3 3 TOTAL 13 23 25 27 27 11 20 #12 I.S.N,S. SIG.COMMON 1 1 1 1 1 1 1 #10 LUMINAIRE 2 2, 2 2 2 2, TOTAL 3 3 3 3 3 1 3 ,2 5 5 DLC ,4 2 2 2 ' 2 2#16 ¢6 2 5 /i58 TOTAL 2 2 4 7 5 5 6PRl/19 INTERCONNECT CABLE 1 1 1 1 1 EVP CABLE 2 CONDUIT SIZE 2 2 2 3 3 2 "' E = EXIST., N = NEW E E E E E E E /s\ /g\ 3 6 3 6 3 3 .3 6 3 2 2 ·2 4 2 2 2 1 1 1 2 1 1 1 1 1 1 1 1 1 2 3 6 23 54 1 1 2 2 3 3 5 5 2 ·5 3 3 8 15 2 2 3 23 E E 111111 • INSTALL ALL NEW CONDUCTORS AND CABLES THROUGHOUT 0 TO JAMBOREE RD, APPROX. 1000' (REF. PLAN T-5286-S, SHT. 1) SCALE: 1"=20' CONSTRUCTION NOTES [2J INSTALL CITY FURNISHED EIGHT PHASE MUL TISONICS MODEL 820A CONTROLLER ASSEMBLY COMPLETE IN NEW TYPE "p" CABINET WITH DETECTION AS SHOWN, VEHICLE COUNTING SYSTEM, AND MISCELLANEOUS AUXILIARY EQUIPMENT AS REQUIRED TO PROVIDE THE INTENDED OPERATION. MOUNT TYPE "p" CABINET ON EXISTING FOUNDATION. BICYLE TIMING LOGIC TO BE REUSED. INSTALL OPTICOM PREEMPTION CABLE FOR FUTURE DETECTORS TO END OF MAST ARMS. INSTALL CONDUIT AND INTERCONNECT CABLE TO TRAFFIC SIGNAL CONTROLLER CABINET AT LOCATION NOTED ON PLAN. SEE "TYPICAL TRAFFIC SIGNAL INTERCONNECT INSTALLATION DETAIL". INSTALL NEW MODIFIED TYPE II SERVICE WITH 50 AMP BREAKER FOR SIGNAL, 30 AMP BREAKER FOR LUMINAIRE (UNMETERED), 15 AMP BREAKER FOR ISNS AND 15 AMP BREAKER SPARE PER CITY OF NEWPORT BEACH STANDARD PLAN NO. STD. 911-L. COORDINATE RECONNECTION OF SERVICE WITH EDISON COMPANY. • >-~ 0 I u 0::: ::) I u (/) 0::: w z -0::: <( ~ ? ~- \ \ \ \ 16' \ ' ' POLE SCHEDULE 1111 STANDARD VEH. SIG. MTG. PED. PPB BPS POLE LOCATION lUIIINAIRE SIGNAL \ \ 36, \ ' \ \ NO. TYPE 9G. II.A I.II. II.A HPSV MAST ARM POLE MTG. ¢ QUAD, ARROI ¢ QUAD. A 19-1-70 25' 15' 250W MAS SV-1-T SP-1-T 2 NW LT - - B 1A -- --TV-1 SP-1-T 4 SE RT 2 NW C 26-3-70 40' 15' 250W MAS SV-1-T SP-1-T 4 NE LT - - D 1A ----TV-1 SP-1-T 6 SW RT 4 NE E 17-1-70 15' 12· 250W MAS SV-1-T SP-1-T 6 SE LT - - F 1A - - ' --TV-1 SP-1-T 8 NW RT 6 SE G 26-3-70 40' 12' 250W MAS SV-1-T SP-1-T 8 SW LT -- H 1A ----TV-2-T SP-1-T 2 NE RT 8 SW 1111 ALL SIGNAL EQUIPMENT IS EXISTING. J EXIST. TRAFFIC SIGNAL / MAINTENANCE EASEMENT I· 0 st L _j ATTENTION Utilities shown on the plan ore 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. N - N - "' - 0 ,n "' ,0 b "' I.S.N.S. ARROW (DBL. F'ACE) - LT - - LT - - LT - - LT - ECR UJ {SEE DtfAIL '"A'") E B 10' 10' 5' 5' 5' 5' 10' 10' C 2.5' 2.5' 2.5' 2.5' 2.5' 2.5' 2.5' 2.5' B -8 I 0:: u CD 6 DETAIL A 2-¢6 EX. 1" C INSTALL 3 NEW DLC IRsjEx. DLC REMARKS - PHASE-SEQUENCE DIAGRAM ) -{ .J -¢8 I' . h I I '-\ I I I I I I I. • I 0 0 - 16' _j ' -\_ EXIST. TRAFFIC SIGNAL MAINTENANCE EASEMENT PLANS PREPARED BY: WILLDAN ASSOCIATES 12900 CROSSROADS PARKWAY SOUTH SUITE 200, INDUSTRY, CA 9 I 746-3499 (310) 908-6200 UNDER 1'!-IE SUPERVISION OF DATE DATE BY VEHICULAR & PEDESTRIAN t _) OLA MOVEMENTS PER FUNCTION •---• •---- ' OLA NEMA PHASE DESIGNATION 1 •5 2 6 COORDINATED FUNCTION • • • DETERMINED BY MASTER COMPUTER DURING COORDINATED I 1+6 I • I 2+6 I • I •5 I OPERATION A EXCLUSIVE PHASE APPROVED: APPROVED: ~(!f~L iiiiriicrriER CE NO 22045 • RC£ DATE ,Lune. L3 I /99,f DESCRIPTION APP'D DESIGNED MSD DRAWN ·MS REVISIONS DATE ~------6/94 CHECKED HLG DATE ! l l NOT NOT USED USED . 3 7 4 8 • • , I 4+8 I TRAFFIC SIGNAL MODIFICATION PLAN BISON AVENUE AT AERONUTRONIC FORD/LORAL ACCESS CITY OF NEWPORT BEACH T-5650-S PUBLIC WORKS DEPARTMENT SHEET 2 OF 15 " m ~ 0 N "' 0 " .n 0 "' .,, ,, ,o 0, ;?, S' ~ "' m 0 z -, / 0 t a B " s'i ·-:c:-; d C 'c ~ r@ ~ .., % ~ . ,;: "- c • s' I 2. l ~I h 0 " TI 0 ~ ~ ~ ;: B . "' 5; ~ ft; h ?- C: " L .. .. 'O r " z X 0 G 21 (l fJ :j 0 ~ ~ < ;: ~ " 0 < ~ ~ 0 ,, ? z " Q ITT ' " ' -0 ti ' -UJ :u > <, :r: z .rn g cl 2 ~ ~ ~ N 0 .,..,. ...... ' 0 JJ ~ z G) z C $ OJ m JJ 0 JJ ~ < z G1 z C < Ul ml Il 0 JJ ~ z Wi ' z C $ OJ m -n _,., CONDUCTOR SCHEDULE Ill AWG CIRCUIT RUN NO. /1\ /2\ /3\ /4\ /5\ ~2 3 14 3 ¢6 3 3 3 3 fi/8 3 3 3 3 (112P 2 -. fo4P 2 2 2 2 2 "'6P 2 2 2 i2PPB 1 ,4PPB 1 1 1 1 #14 /J'6PPB 1 1 1 1 ill2BPB 1 vi4BPB 1 1 1 1 ¢6BPB 1 ¢8BPB PPB COMMON 1 1 1 1 1 SPARES 3 3 3 3 3 TOTAL 11 17 17 21 17 SIG.COMMON 1 1 1 1 1 #10 LUMINAIRE 2 2 2 2 TOTAL 1 3 3 3 3 ~2 4 DLC !4 3 3 3 3 2#16 ¢6 4 !08 TOTAL 3 3 3 7 4 6PR H19 INTERCONNECT 1 /5\ 3 3 6 3 2 4 2 1 2 1 1 1 1 1 2 6 39 1 2 4 3 3 4 1 12 1 INDUCTIVE LOOP* DETECTOR SCHEDULE SENSOR UNIT CHANNEL DETECTOR 1 1) 1 -0!'2 #1 . . 2 2) 2-0!'2 #2 1 :i-, 2 2 4-, 2 1 3 1-! 6 #3 2 4 2-' 6 #4 1 3-¢6 2 4-~6 1 1-" 4 #5 2 2-¢4 #6 1 3-o,'4 2 1-¢8 1111 CITY FURNISHED SENSOR UNITS WILL BE RACK MOUNT WITH MULTIPLE OUTPUTS. SEE NOTE [D AND SPECIAL PROVISIONS. []l] VCS INPUT NUMBER (#) SYSTEM SAMPLER NUMBER 1 2 3 4 5 6 7 8 9 10 l \ \ l I 1 l \ I \ STANDARD LUMINAIRE NO. TYPE SIG. IU 00. IIJ HPSV A 19-1-70 30" 12' 250W B 1A - - - C 15 -12' 250W D 1A --- E 19-1-70 25' 12' 250W F PPB POST ---- G 19-1-70 30' 12· 250W 11111 ALL SIGNAL EQUIPMENT IS EXISTING POLE SCHEDULE VEH. SIG. MTG. PED. PPB SPB SIGNAL MAST ARM POLE MTG. (4 QUAD. '1<ROI (4 QUAD. MAS SV-1-T SP-1-T 4 SE LT - -TV-1 SP-1-T 6 SW RT 4 -SV-1-T -. 6 SW LT - -TV-1 SP-1-T ---6 MAS ,v-1-'\f.J. _ '=-.,. SP-1-T 6 SW LT - ----. - - -8 MAS SV-2-TA SP-2-T 4 NE RT 2 ATTENTION Utilities shown on the pion ore based on available records. It shall be lhe contractor's sole responsibility to verify oil existing utilities - SE - SW - SW SW by contacting utility agencies, and lo exercise extreme core to avoid damaging existing utilities during excovolion. ARROW - LT - LT - LT LT . S.N.S. (DBL. fACE) - - - - - - - ECR POLE LOCATION fSEE DETAIL "A"l E 10' - 10' - o' - - B - 10' - 10' - - o' C 2.5' 2.5' 2.5' 2.5' 2.5' - 2.5' t>:: '-' OJ DETAIL A . REMARKS EVP CABLE 1 1 1 2 CONDUIT SIZE 2" 2· 2" 2" 2" 2-3' E = EXIST., N = NEW E E E E E E Ill INSTALL ALL NEW CONDUCTORS AND CABLES THROUGHOUT SERVICE~ F o_R ...... 0_.--, \ I \'.---------------- EX. 1 "C INSTALL 2 NEW DLC IRsjEx. DLC ROAD POINT "' -----\---~---~ I ,_,, ½ "c, s PR, #19 1c ~ TO JAMBOREE RD., APPROX. SEE SHT. 4 LOCATION I GENERAL NOTES 2400' 1--,L---- - NEW 1½ "C, 3 DLC, 6 PR. #19 IC 1. TRAFFIC SIGNAL AND HIGHWAY LIGHTING CONSTRUCTION SHALL CONFORM TO THIS PLAN, STATE OF CALIFORNIA STANDARD SPECIFICATIONS AND STANDARD PLANS (DATED JULY 1992) AND THE SPECIAL PROVISIONS. 2. CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR THE IN TENDED OPERATION. 3. ALL CONDUIT INSTALLED BETWEEN ADJOINING PULLBOXES SHALL BE 2 1/2" UNLESS SHOWN OTHERWISE, AND SHALL HAVE 30" MIN. COVER. 4. NEW PULLBOXES SHALL BE #5 UNLESS SHOWN OTHERWISE. 5. CONTRACTOR SHALL EXERCISE EXTREME CARE TO AVOID DAMAGING EXISTING UTILITIES. 6. UNGROUNDED SIGNAL CONDUCTORS SHALL NOT BE SPLICED. ' ' 7. ALL SALVAGEO MA TE RIALS & EQUIPMENT SHALL BECOME THE PROPERTY OF THE CONTRACTOR EXCEPT AS NOTED. 8. EXCEPT AS OTHERWISE NOTED, LOOP DETECTORS SHALL BE 6'X 6' CENTERED IN TRAVEL LANE. CANYON ISLAND CONSTRUCTION NOTES [D [I] [TI INSTALL CITY FURNISHED EIGHT PHASE MULTISONICS MODEL 820A CONTROLLER ASSEMBLY COMPLETE IN NEW TYPE "M" CABINET WITH DETECTION AS SHOWN, VEHICLE COUNTING SYSTEM, AND MISCELLANEOUS AUXILIARY EQUIPMENT AS REQUIRED TO PROVIDE THE INTENDED OPERATION. MOUNT TYPE "M" CABINET ON EXISTING FOUNDATION. BICYLE TIMING LOGIC TO BE REUSED. INSTALL OPTICOM PREEMPTION CABLE FOR FUTURE DETECTORS TO END OF MAST ARMS. INSTALL CONDUIT INTERCONNECT CABLE TO TRAFFIC SIGNAL CONTROLLER CABINET AT LOCATION NOTED ON PLAN. SEE "TYPICAL TRAFFIC SIGNAL INTERCONNECT INSTALLATION DETAIL". INSTALL NEW MODIFIED TYPE II SERVICE WITH 50 AMP BREAKER FOR SIGNAL, 30 AMP BREAKER FOR LUMINAIRE (UNMETERED), 15 AMP BREAKER FOR !SNS AND 15 AMP BREAKER SPARE PER CITY OF NEWPORT BEACH STANDARD PLAN NO. STD. 911-L. COORDINATE RECONNECTION OF SERVICE WITH EDISON COMPANY. DRIVE 0 "' "' "' . VEHICULAR & PEDESTRIAN NOT . MOVEMENTS PER FUNCTION USED NEMA PHASE DESIGNATION 1 COORDINATED FUNCTION • DETERMINED BY MASTER COMPUTER DURING COORDINATED OPERATION 250' PHASE-SEQUENCE DIAGRAM NOT N01 NOT • l r ' ' USED ,..... _____ ......,. USED USED ' ' ,... _____ ...,. I ' 5 2 6 3 7 4 8 • • • • I 2+6 I I I 4+8 I .. ,----------------..,..-....,.---,,---------------,---,-----------,----------..---------------'--------Im APPROVED; ~ PLANS PREPARED BY: WILLDAN ASSOCIATES 12900 CROSSROADS PARKWAY SOUTH SUITE 200, INDUSTRY, CA 91746-3499 (310) 90B-6200 UNDER THE SUP8RVISION OF APPROVED; RCE C.~m~,. TRAFFIC SIGNFAOLRDMORDOIAFDICATION PLAN i TRAFFIC EtJGINEEiilCE NO 22045 "' § AT r;; m AERONUTRONIC FORD/LORAL ACCESS ~ ~ 1------,~----1------------'--~------1~ ._ _________________ .;.... ____________________ __;__ ____________________ __;__ _______ ...1._......,'--______ 3B_o_s_1 _(g_~_~_¥;..· .....1.-0-AT_, __ B_Y _____ RE_Vl_:E_1:c_NR;_n_,ON ______ A_PP-'D..J_;_oA_1[_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_-_..r:::.:E:::::~::::N[D::..D ..:.:.:::~:::::__J_:::::::.::~~6/~:::..:::__....1.._c_,r_~_u~_.L_~_~_oE_R~_s_~-~-P~_-:_™-~-N~_A_c_H _ _,_s:_E_~T_s...:~:..5_0_?...:~:.::;:......1 ! 0 JJ ~ <C z G) z C < o:i m :n 0 JJ ~ z G) AWG #14 #12 #10 DLC 2#16 6 PR 119 GENERAL NOTES 1. TRAFFIC SIGNAL AND HIGHWAY LIGHTING CONSTRUCTION SHALL CONFORM TO THIS PLAN, STATE OF CALIFORNIA STANDARD SPECIFICATIONS AND STANDARD PLANS (DATED JULY 1992) AND THE SPECIAL PROVISIONS. 2. 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. 3. ALL CONDUIT INSTALLED BETWEEN ADJOINING PULLBOXES SHALL BE 2 1/2" UNLESS SHOWN OTHERWISE, AND SHALL HAVE 30" MIN. COVER. 4. NEW PULLBOXES SHOWN BE #5 UNLESS SHOWN OTHERWISE. 5. CONTRACTOR SHALL EXERCISE EXTREME CARE TO AVOID DAMAGING EXISTING UTILITIES. 6. UNGROUNDED SIGNAL CONDUCTORS SHALL NOT BE SPLICED. 7. ALL SALVAGED MATERIALS & EQUIPMENT SHALL BECOME THE PROPERTY OF THE CONTRACTOR EXCEPT AS NOTED. 8. EXCEPT AS OTHERWISE NOTED, LOOP DETECTORS SHALL BE 6'X 6' WITH 10' SPACING CENTERED IN TRAVEL LANE EXST. 2"C, INST ALL 3 NEW DLC IRslEx. DLC "' N JAMBOREE CONDUCTOR SCHEDULE II RUN NO. INDUCTIVE LOOP Ill CIRCUIT l/1\ l/2\ /3\ l/4\ l/5\ lit,\ 01 3 3 02 3 3 3 03 3 ¢4 3 3 3 •5 3 3 3 3 •6 3 3 3 ¢2 PED 2 0!3 PED 2 2 2 2 06 PED 2 2 ·2 2 2 ¢2 PPB 1 "'3 PPB 1 1 1 /i/6 PPB 1 1 1 ~2 BPS 1 n3 BPS 1 1 1 4 BPB 1 1 1 6 BPS 1 1 BPB & PPB COMMON 1 1 1 1 1 1 SPARES 3 3 3 3 3 3 TOTAL 11 17 17 13 19 28 I.S.N.S. 2 2 2 2 2 SIG.COMMON 1 1 1 1 1 1 LUMINAIRE 2 2 2 2 2 TOTAL 1 3 3 3 3 3 01 1 02 3 3 5 /o3 3 3 3 ¢4 /i/5 ~ 2 2 06 3 5 TOTAL 3 6 9 3 5 7 NTERCONNECT CABLE 1 !/7\ I/a\ /9\ 3 3 3 3 3 3 3 3 3 3 3 3 6 6 6 3 3 3 2 2 2 4 4 4 4 4 4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 • 1 ' 2 2 2 6 6 6 46 46 46 2 2 2 1 1 1 2 2 2 3 3 3 1 1 1 5 5 5 3 3 3 6 6 6 2 2 2 5 5 5 22 22 22 1 1 1 DETECTOR SCHEDULE SENSOR UNIT CHANNEL DETECTOR 1 j) 1-02 #1 2 21 2-02 1 31 3-02 #2 2 4-02 #3 1 5-¢2 2 1-05 1 2-¢5 #4 2 1-01 1 41 1-¢6 #5 2 5) 2-06 #6 1 61 3-¢6 2 4-¢6 #7 1 5-06 2 1-¢3 #8 1 2-¢3 2 3-03 #9 1 7) 1-¢4 2 IB\ 2-¢4 #10 1 3-¢4 2 4-¢4 #11 1 5-/J4 2 6-¢4 · Ill CITY. FURNISHED SENSOR UNITS WILL BE RACK MOUNT WITH MULTIPLE OUTPUTS. SEE NOTE DJ AND SPECIAL P,ROVISIONS. Ull vcs INPUT NUMBER (#) SYSTEM SAMPLER NUMBER 1 2 3 • 5 6 7 B 9 10 11 12 13 14 ~ ✓ SCALE: 1"=20' 1½" C, 6 PR. #19 IC TO FORD/LORAL ACCESS, APPROX. 2400, SEE SHEET. 3 LOCATION I 0:: 0 LL.. LL.. :) -1 {E (/) : <:( Lu 0 0 0::: 0 0::: 0 LI- I I ~NTERCONNECT CABLE 1 1 1 1 ATTENTION Utilities shown on the plan ore based on available records. It shall be the contractor's sole responsibility to verify all existing utilities EVP CABLE 1 1 CONDUIT SIZE 2" J Y.! ' 3" 2" E = EXIST., N = NEW E E E E 1 2 2" 2-2· 2-J½ E E .E 4 -J½ E 4 2-3' N by conlacUng utility agencies, and to exercise extreme core to ovoid damaging existing utilities during excavation. I I I I \ I ' \ I ' I / I I I I 20· PLANS PREPARED BY: I WILLDAN ASSOCIATES 12900 CROSSROADS PARKWAY SOUTH SUITE 200, INDUSTRY, CA 91746-3499 (310) 90B-6200 UNDER THE SUPERVISION Of POLE SCHEDULE 1111 PPB BPB Id QUAD. ARRO 16 QUAD. RROl'i A 19-2-70 250W MAS SV-1-T SP-1-T 2 NW LT - 8 11-H 150W TV-2-T SP-1-T 3 NE RT 2 NW LT C 1A SP-1-T 3 NE ----- D 24 35' 12' 250W MAS SP-1-T 3 NE LT - E 1A MAS TV-1-T SP-1-T 6 SE RT F 25' 12' 250W MAS SV-1-T SP-1-T 6 SE LT G 11-H 8' 150W SV-1-T SP-1-T 6 NE LT H 26-4-70 45' 15' 250W MAS, MAS V--T SP-1-T 1A TV-1-T SP-1-T 2 NW RT 4 NW LT 1.5.N,5. (DBL. FACE) Jamboree Rd Eastbluff Dr Jamboree Rd Eastbluff Dr POLE LOCATION SEE OET 1L "A• REMARKS E 8 C 8' -2.5' 8.5' 2.5' SEE PLAN 8' -2.5' 5' 2.5' 10.5' 2.5' 1 o' 2 o• ·"' 10' -2.5' 1 o· 2.5' 11111 ALL SIGNAL EQUIPMENT IS EXISTING, EXCEPT AS NOTED: (•) = NEW EXIST. 1 ½ "C, INSTALL 2 NEW DLC IRslEx. DLC . VEHICULAR & PEDESTRIAN MOVEMENTS PER FUNCTION NEMA PHASE DESIGNATION COORDINATED FUNCTION • DETERMINED BY MASTER COMPUTER DURING COORDINATED OPERATION APPROVED: ~ EXIST. 2"C, INSTALL 3 NEW DLC IRs! Ex. DLC a-: u ID DETAIL A CONSTRUCTION REUSE EX. 1 "C. INSTALL NEW 18 PR f/22 IC TO FORD/LORAL ACCESS [Rs! Ex. 6 PR f/19 1c LOCATION DD NOTES REUSE EXISTING MUL Tl SONICS MODEL 820 CONTROLLER IN NEW CITY FURNISHED TYPE "p" CABINET WITH DETECTION AS SHOWN, VEHICLE COUNTING SYSTEM, AND MISCELLANEOUS AUXILIARY EQUIPMENT AS REQUIRED TO PROVIDE THE INTENDED OPERATION. CONSTRUCT FOUNDATION FOR TYPE "p" CABINET WITH TOP OF FOUNDATION 18" ABOVE FINISHED GRADE. BICYLE TIMING LOGIC TO BE REUSED. INSTALL OPTICOM PREEMPTION CABLE FOR FUTURE DETECTORS TO END OF MAST ARMS. INSTALL CONDUIT AND INTERCONNECT CABLE TO TRAFFIC SIGNAL CONTROLLER CABINET AT LOCATION NOTED ON PLAN. SEE "TYPICAL TRAFFIC SIGNAL INTERCONNECT INSTALLATION DETAIL". INSTALL NEW MODIFIED TYPE II SERVICE WITH 50 AMP BREAKER FOR SIGNAL, 30 AMP BREAKER FOR LUMINAIRE (UNMETERED), 15 AMP BREAKER FOR ISNS AND 15 AMP BREAKER SPARE PER CITY OF NEWPORT BEACH STANDARD PLAN NO. STD. 911-L. INTERCEPT EXISTING SERVICE CONDUIT AND EXTEND TO NEW LOCATION OF TYPE II SERVICE. COORDINATE RECONNECTION OF SERVICE WITH EDISON COMPANY. PHASE-SEQUENCE DIAGRAM . . I 0 + l NOT l NOT ' USED USED ..,._ _____ _..., ' ' ...,_ _____ ...,.. ' ' + 1 5 2 6 3 7 4 8 • • • • ' ( , 2+5 1 I 1+5 I I 2+6 ; 3 4 l . j I I ' 1+6 ' .; "' ,,; 0 1/$ TRAFFIC SIGNAL MODIFICATION PLAN ~ APPROVED: ~~~-t~~ TRAfFlCfNGIN fl RCE ND 22045 JAMBOREE ROAD ~ AT ~ co FORD ROAD g ,;;-1------~-------li----------------------lr-- RCE • INSTALL ALL NEW CONDUCTORS AND CABLES DATE BY DESCRIPTION APP'O DESIGNED MSD ORAi\!< TP CITY Of tJEWPORT BEACH T-5650-S g ,..._ ___ T_H_R_o_u_G_H_ou_T_. _______________________________________________________________ .....1........:....L_.......::.:.::,.......:_.:..:..:...:.;;.......:_..:...;...:.:, __ 1-________ R_EVl_s_1o_N_s ______ _:..,_....1.._0_ATE-~--:::-=.-=.-=.=====__Jl::CH.::E:;:::CK:;:ED:..:..:H:;LG::_..i:::DA:.::lE:......:6;;,./:_:9:.:4:.._..L ___ Pu.:..:a.:u..:.c_w..:,o_RK.:..:S_D:.:E:..PA_R_TM_E:..N_T __ ...J.._sH.:E..:.ET_4:._.:..:0:..F..:f:,::5::,_J 1 I I ;;;; C "-' C ' C .,. ,. ' n c: : ,, ;c ,, ;, c. ,. ;} n n n I '. I I m n c [ 0 ' z C *~ ii', a s ~ a r;l 0 "' 0 [:1 0 < 0 0 " C S'.j 0 2i tc " El b "' 0 'i z 0 ~ Ci ,,, 0 0 a " 0 0 " f; z X 0 5 p 0 r, ~ 0 JI. =' 0 z ~ z ,m n ,. C h ~ z ,, ~ ,; z I 0 r u n 0 'll D ~ 0 z ~ ? in g r a n ? )> ;s "' z I D r D B " o '" !; 0 z ii <, z !"'' I) r Oc 0 ~ r:: ,., l?~ ~ 0 :...:: 0 :IJ ~ z G) z G. s: Ill m :IJ "' 0 JJ " ~ '7 ~ ~ 0 L C s: I OJ m JJ '1 .. __ ., ..... -..c. ~ ' "I 0 ::0 ~ z G) z C < OJ m ::0 0 JJ ~ z G) z C s: m m :IJ "'-----' VEHICULAR & PEDESTRIAN MOVEMENTS PER FUNCTION NEMA PHASE DESIGNAT,ON COORDINATED FUNCTION 1 PHASE-SEQUENCE DIAGRAM • NOT USED 5 2 6 • NOT USED 3 • NOT USED 7 NOT USED 4 • DETERMINED BY MASTER COMPUTER DURING COORDINATED OPERATION i 1+6 1-i ----•I 2+6 1----•I 8 I ------------------- {si. ,..,,....,...,, 240' TO 1 1 1,-----+-+--=-eB"'c"'R=----,v/ N GENERAL NOTES 1. TRAFFIC SIGNAL AND HIGHWAY LIGHTING CONSTRUCTION SHALL CONFORM TO THIS PLAN, STATE OF CALIFORNIA STANDARD SPECIFICATIONS AND STANDARD PLANS (DATED JULY 1992) AND THE SPECIAL PROVISIONS. 2. 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. 3. ALL CONDUIT INSTALLED BETWEEN ADJOINING PU LLB OXES SHALL BE 2 1 /2" UNLESS SHOWN OTHERWISE, AND SHALL HAVE 30" MIN, COVER. 4. NEW PUlLBOXES SHALL BE #5 UNLESS SHOWN OTHERWISE. 5. CONTRACTOR SHALL EXERCISE EXTREME CARE TO AVOID DAMAGING EXISTING UTILITIES. 6. UNGROUNDED SIGNAL CONDUCTORS SHALL NOT BE SPLICED. 7. ALL SALVAGED MATERIALS & EQUIPMENT SHALL BECOME THE PROPERTY OF THE CONTRACTOR EXCEPT AS NOTED. 8. EXCEPT AS OTHERWISE NOTED, LOOP DETECTORS SHALL BE 6'X6' CENTERED IN TRAVEL LANE. CONSTRUCTION NOTES OJ REUSE EXISTING MUL TISONICS MODEL 820 CONTROLLER, OPTICOM EQUIPMENT AND BICYCLE TIMING LOGIC IN NEW CITY FURNISHED TYPE "p" CABINET WITH DETECTION AS SHOWN, VEHICLE COUNTING SYSTEM, 24 VOLT FIRE STATION PRE-EMPT EQUIPMENT, AND MISCELLANEOUS AUXILIARY EQUIPMENT AS REQUIRED TO PROVIDE THE INTENDED OPERATION. CONSTRUCT FOUNDATION FOR TYPE "p" CABINET WITH TOP OF FOUNDATION 18" ABOVE FINISHED GRADE. INSTALL OPTICOM PREEMPTION CABLE FOR FUTRUE DETECTORS TO END OF MAST ARM. INSTALL CONDUIT AND INTERCONNECT CABLE TO TRAFFIC SIGNAL CONTROLLER , CABINET AT LOCATION NOTED ON PLAN. SEE "TYPICAL TRAFFIC SIGNAL INTERCONNECT INSTALLATION DETAIL" .• INSTALL NEW MODIFIED TYPE II SERVICE WITH 50 AMP BREAKER FOR SIGNAL, 30 AMP BREAKER FOR LUMINAIRE (UNMETERED), 15 AMP BREAKER FOR ISNS AND 15 AMP BREAKER SPARE PER CITY OF NEWPORT BEACH STANDARD PLAN NO. STD. 911-L. INTERCEPT EXISTING SERVICE CONDUIT ANO EXTEND TO NEW LOCATION OF TYPE II SERVICE. COORDINATE RECONNECTION OF SERVICE WITH EDISON COMPANY. 8 • # ✓ SCALE: 1"=20' ' (/) :z 0 i=, 0 lil ' N - ® - POLE SCHEDULE 1111 NO. STANDARD LUIAINA!RE VEH. SIG. MTG. siG~AL 1----------,------1-~-~--.---.,---+---.-----,-----1 TYPE ,G. II.A 111. IIJ. HPSV MAST ARM POLE MTG. PPB BPB f QUAD. ARRDI f/f QUAD. ARROW A 15 12' 250W SP-1-T 2 NW LT - B 1A TV-1 SP-1-T 8 NE RT 2 NW LT C PPB POST 8 NE -- D 29-5-70 50' 15' 250W MAS, MAS SV-1:;J§v-2-T SP-1-T 8 SE LT - l,S.N.S. (DBL. FACE) Santo Barbaro Dr POLE LOCATION fstE DETAIL "A"' E B C EXISTING EXISTING EXISTING EXISTING REMARKS ECR ~ w C, : ]-OLA (¢1+¢8) E 24-4-70 35• 15' 250W F, 19 30' 15' 250W G 1A --- MAS SV-1-T MAS SV-1-T SP-1-T , TV-1 EXISTING Son to Barbaro Dr EXISTING 2 NW RT 2 SE LT EXISTING 0 -,._ I B -BI C, 'O 6 n:: u lD DETAIL "B" NTS 14' I Ill! All SIGNAL EQUIPMENT IS EXISTING. rffi SC LOOPS ® I ATTENTION Utllities shown on the pion ore based on ovoiloble records. rt shall be the controclor's sole responsibi!ity to verify alt ex:isting utilities by contacting utility agencies. end lo exercise extreme core to ovoid damoglng e)(lsUng utllitles during excavotion. C, SERVICE SERVICE POINT < DETAIL A ROAD ------~-- fT7 I I I LI..J □ ~ I I I ~x. 1"C - ~STALL 3 NEW DLC "' l!l ' ··-!Rsl Ex. DLC __ _ I 3 REUSE EX. 1 ¼ C, INSTALL NEW 18 PR. /[22 IC ~ EX. TYPE R CONTROLLER CABINET & TYPE II SERVICE. REMOVE EX. FOUNDATION 0 REUSE EX. 1½" C, INST ALL 3 NEW DLC, 18PR. IRslEX. □LC, 5PR. #19 1c #22 IC TO SAN JOAQUIN HILLS RD. APPROX. 930' SEE SHT. 7 IRslEx. 6 PR. #19 1c CONDUCTOR SCHEDULE II AWG CIRCUIT RUN NO. !01 333 33 ¢2 3 3 3 3 3 G6 3 3 3 3 3 •8 3 3 3 3 3 6 6 OLA 2 2 4 4 #14 1----~¢2"'P--+---+----,f-=-2-l----l--+-'2'-l--=2'--I oisp 2 2 2 2 2 s-,8 PPB 1 1 1 1 1 ¢2 BPB 1 1 1 PPB COMMON 1 1 1 1 1 2 2 SPARES 3 3 3 3 3 6 6 . TOTAL 19 19 23 9 9 .35 35 #12 1.S.N.S. 1 1 1 1 2 2 SIG.COMMON 1 1 1 1 2 2 #10 EL'c-U'=M"-IN"-A-"-IR'-"E=-----1-2"-+_2"-+-"2'-+-'2"--+--=2+-"2--+-"2'--I TOTAL 3 3 3 3 3 4 4 01 2 2 2 DLC l----',;-¢2~--t---+----1e--5--t--1-c-+-5-t--5-1 2#16--¢6"----l-----l-+---+-1--l--=-2-2--+-"5'--I ~ • 5 5 TOTAL 5 3 14 17 e INTCRCONNECT CABLE 1 1 2 3 VP CABLE 2 2 2 3 3 CONDUIT SIZE 2" 2-3' ?-3' E = EXIST., N = NEW ~ E E E E E N 111111 INSTALL All NEW CONDUCTORS AND CABLES , THROUGHOUT EXCEPT REUSE EX. IC AND FIRE STATION PRE-EMPT CONDUCTORS AS NOTED. 9 REUSE EX. 12 PR. #19. "' INSTALL NEW 10 PR, #19 & 18 PR #22. LOCATION DD INDUCTIVE LOOP II DETECTOR SCHEDULE SENSOR UNIT CHANNEL 1/1 2 #2 2 #3 2 1/4 2 {/5 2 #6 2 {/7 2 1/8 2 #9 2 DETECTOR 1 1-¢2 2 2-¢2 3 3-¢2 4-!il2 5-6 1-1 2-1 5 2-¢6 6 3-¢6 7 1-¢8 8 2-¢8 3-¢8 4-¢8 5-¢8 SPARE 111111 CITY FURNISHED SENSOR UNITS WILL BE RACK MOUNT WITH MULTIPLE OUTPUTS. SEE NOTE OJ AND SPECIAL PROVISIONS. Ull vcs INPUT NUMBER (#) SYSTEM SAMPLER NUMBER 2 3 5 6 7 B 9 10 ,t "' .---~LA-✓1-l_L_D_A_N_ED_A_ys-, S_O_C_IA_T_E_S __ --,---,---,-------------,---,--/IPP-RO_l'E_O,------.-Ao-PR_O_l'EO-✓,--£-~--~-..---T-R_A_F_F_IC_S_IG_N_A_l_M_O_O_IF"-IC_A_T-I_O_N_P_I.A_N_ ~ 12900 CROSSROADS PARKWAY SOUTH T~:::1\&::::;, JAMBOREE ROAD ~ SUITE 200, INDUSTRY, CA 91746-3499 AT ~ (310) 908-6200 ~ uNorn THE suprnv1s10N o, t---+---+---------------+--t----------R-ct--t DATE -4ne. I-!, /994 SANTA BARBARA DRIVE ~ _ # , n . . L L ,_ll[_~_GN_ED_M-,s-o~-CR-Alll< ___ TP--+-------------~-------i "' ffk )l .,,/_ . <fa DATE sY o,scRIPTION APP'o CITY OF NEWPORT BEACH T-s0so-s § • DATE-------5 15 p .__ _______________________________________________________________________ .1-M_A_,w ..... s_._0_IE_R_cK_s __ R_c_E_3_eo_s_1 __ ,.,.._T_.,r _ __J·I..--________ R_Evi_s_1o_N_s ________ -1. _________ ...i;;;.CH;;;;EC;;.;KE:;;D_H_LG_.J;D;;.A:;;TE __ • _s/;._9_''-1. ___ P_u_a_u_c_w_oR_K_s_D_E_PA_R_TM_E_N_r __ -1.s_H_EE_T__.:.__o_F..:...::.......1 0 z C :;:: ro m II 0 JJ ):? ~ z GJ z C s m m Il CONDUCTOR SCHEDULE 111111 AWG CIRCUIT RUN NO. I,\ /z\ !/3\ !/4\ . 1 2 2 ,2 3 3 3 016 3 3 3 nlg 3 3 /ii2 PED 2 2 2 #14 c;ig PED 2 2 /ii2 PPB 1 1 1 /iiB PPB 1 1 02 BPB 1 1 FIRE PRE-EMPT 3 3 3 BPB&PPB COM 1 1 1 2 SPARES 3 3 3 6 TOTAL 16 22 7 29 #1? I.S.N.S. 2 2 2 2 SIG.COMMON 1 1 1 2 #10 LUMINAIRE 2 2 2 TOTAL 3 3 1 4 /61 2 2 DLC 012 5 5 2#16 ,:,(6 3 3 1:18 2 2 2 TOTAL 2 7 5 12 10PRl19 INTERCONNECT CABLE 1 1 1 EVP CABLE 2 2 1 3 CONDUIT SIZE 2" 2½" 2" 0 3" E -EXIST .. N ; NE\ E E E E 111111 INSTALL ALL NEW CONDUCTORS AND CABLES INDUCTIVE LOOP 11111 DETECTOR SCHEDULE SENSOR UNIT CHANNEL DETECTOR 1 1 1-02 #1 2 2 2-.02 #2 1 3 3-,02 2 4-/ii2 #3 1 5-/IJ2 2 ,~01 1 4 1-06 #4 2 5 2-/IJ6 1/5 1 3-/IJ6 2 2-0'1 f/6 1 1-0'8 2 2-08 Iii CITY FURNISHED SENSOR UNITS WILL BE RACK MOUNT WITH MULTIPLE OUTPUTS. SEE NOTE OJ AND SPECIAL PROVISIONS. [fl] VCS INPUT NUMBER (#) SYSTEM SAMPLER NUMBER THROUGHOUT, EXCEPT REUSE FIRE PRE-EMPT CONDUCTORS. SANTA BARBARA 1 2 3 • 5 5 7 B !Rs! CONTROLLER ASSEMBLY, CABINET & TYPE II SERVICE ~------------------ EX. 2"C , 3#2 ~ -I I 0 '° 0 .,, 00 "' 225T 1TO BCR 11 I I I I I I I I I N =L--" I I I {{, I I ,......_-J--l_J Lu AB LOOP "'::;-r----:::::::,,,,,,_ I.J_ •. 460' TO i () :...· --1--+'\,,;;c;;;R,-:.:::.... EXIST. EDISON CO. VAULT GENERAL NOTES EX. l"C INSTALL 3 NEW DLC !RsiEX. DLC 1. TRAFFIC SIGNAL AND HIGHWAY LIGHTING CONSTRUCTION SHALL CONFORM TO THIS PLAN, STATE OF CALIFORNIA STANDARD SPECIFICATIONS ANO STANDARD PLANS (DA TED JULY 1992) ANO THE SPECIAL PROVISIONS. 2. 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. 3. ALL CONDUIT INSTALLED BETWEEN ADJOINING PU LLB OXES SHALL BE 2 1 /2" UNLESS SHOWN "OTHERWISE, AND SHALL HAVE 30" MIN. COVER. ' 4. NEW PULLBOXES SHALL BE #5 UNLESS SHOWN OTHERWISE. 5. CONTRACTOR SHALL EXERCISE EXTREME CARE TO AVOID DAMAGING EXISTING UTILITIES. 6. UNGROUNDED SIGNAL CONDUCTORS SHALL NOT BE SPLICED. 7. ALL SALVAGED MATERIALS & EQUIPMENT SHALL BECOME THE PROPERTY OF THE CONTRACTOR EXCEPT AS NOTED. 8. EXCEPT AS OTHERWISE NOTED, LOOP DETECTORS SHALL BE 6'X 6' CENTERED IN THE TRAVEL LANE. CONSTRUCTION NOTES OJ INSTALL CITY FURNISHED EIGHT PHASE MULTI SONICS MODEL 820A CONTROLLER ASSEMBLY COMPLETE IN NEW TYPE ''P" CABINET WITH DETECTION AS SHOWN; VEHICLE COUNTING SYSTEM, OPTICOM EMERGENCY VEHICLE PRE-EMPT, 24 VOLT FIRE STATION PRE-EMPT EQUIPMENT, BICYCLE TIMING LOGIC AND MISCELLANEOUS AUXILARY EQUIPMENT AS REQUIRED TO PROVIDE THE INTENDED OPERATION. MOUNT TYPE "P" CABINET ON EXISTING FOUNDATION. > INSTALL OPTICOM PREEMPTION CABLE FOR FUTURE DETECTORS TO END OF MAST ARMS. INSTALL CONDUIT AND INTERCONNECT CABLE TO TRAFFIC SIGNAL CONTROLLER CABINET AT LOCATION NOTED ON PLAN. SEE "TYPICAL TRAFFIC SIGNAL INTERCONNECT INSTALLATION DETAIL". INSTALL NEW MODIFIED TYPE II SERVICE WITH 5D AMP BREAKER FOR SIGNAL, 30 AMP BREAKER FOR LUM_INAIRE (UNMETERED), 15 AMP BREAKER FOR ISNS AND 15 AMP BREAKER SPARE PER CITY OF NEWPORT BEACH STANDARD PLAN NO. STD. 911-L COORDINATE RECONNECTION OF SERVICE WITH EDISON COMPANY, ;7? SCALE: 1 • = 20' ® ® 0 ® ® DETAIL "B" NTS 49' ' 4 w > a::: 0 w I-I z I 14' w ~ w l • _J ' I u \ 26' 12' I z \ 3B' <( l (/) I ' \ 8" ® 8" ® 8" @ 12" ® 12" ® DETAIL "C" NTS t. I 34' FUTURE IT] /62 + ¢6 EVP } ~[i I ;: >I i i 'I I \, l \ I I '1 I I I I I I I I I : : I I i ii I I i it I I i i :11 I I H i: I I \/ LU i' 1-)3B i.\i l\ ii ii'· \t " \,\ \\1 14' \26' 38' \ \ • PLANS PREPARED BY: ! 12' I \ I \ \ WILLDAN ASSOCIATES 12900 CROSSROADS PARKWAY SOUTH SUITE 200, INDUSTRY, CA 91746-3499 (310) 908-6200 UNDER THE SUPERVISION OF' POLE SCHEDULE 11111 STANDARD LUMINAIRE VEH. SIG, MTG. PED. PPB BPB POLE LOCATION SIGNAL (SEE DETAIL "A,.) NO. I.S.N.S. REMARKS TYPE $G. II.I UII. 11,J HPSV MAST ARM POLE MTG. Id QUAD. ARR01 Id QUAD. ARROW (DBL. FACE) E B C A 17-2-70 20' 15' 250W MAS ,a,-l -1/sv-1-T SP-1-T ----- B PPB POST ------2 w RT - - C 15 -15' 250W --SP-1-T 2 w LT - - D 1A ----SV-1-T SP-1-T 4 N RT -- E BPB POST ---------2 w p 24-4-70 30' 15' 250W MAS, MAS SV-2-T SP-1-T 4 N LT -- G 18-2-70 25' 15' 250W MAS SV-1-T ------ 1111 ALL SIGNAL EQUIPMENT IS EXISTING. DRIVE ATTENTION Utilities shown on the pion ore 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 ovoid damaging existing utilities during excavation. EX. 1 "C INSTALL 2 NEW DLC EX. 1 "C, IRsjEx. □Lc tJ-.-----INSTALL 2 NEW DLC IRsjEx. DLC ----J-------------"7'1 REUSE EX. 1½"C, INSTALL 6 PR. #19 IC TO JAMBOREE RD. SEE SHEET 5. !Rsl Ex. 3#14 LOCATION P - - - - LT - - Son Clemente Dr 12' -- -12' -- -- San_ Clemente Or SEE Santa Barbaro Dr SEE ECR 8 -8 °' u rn DETAIL A -2.5' 12· 2.5' -5' 16' 5' 6' 2.5 PLAN 2.5 PLAN 2.5 SPLICE EXIST. FIRE STATION PRE-EMPT CONDUCTORS ONTO NEW 6 PR. f/19 IC, AS DIRECTED BY CITY TRAFFIC ENGINEER. ------- PHASE-SEQUENCE DIAGRAM VEHICULAR & PEDESTRIAN • 1111 C + r MOVEMENTS PER FUNCTION NOT -NOT NOT NOT I I I USED , USED USED USED I , ' ' ' ◄---'-----,,.. + ' NEMA PHASE DESIGNATION 1 5 2 6 3 7 4 8 COORDINATED FUNCTION • • • • • DETERMINED BY IIII PROTECTED/PERMISSIVE OPERATION MASTER COMPUTER DURING COORDINATED OPERATION I 1+6 I , I 2+6 I • I 8 I Af'PROV.:O: APPROV.:D: TRAFFIC SIGNAL MODIFICATION PLAN SANTA BARBARA. DRIVE AT Jv11~ L3, /9'/.4-RCE DATE SAN CLEMENTE DRIVE ' DATE BY DESCRIPTION APP'p DESIGNED MSD DRAl'IN TP CITY OF NEWPORT BEACH T-5650-S REVISIONS DATE CHECKED HLG DATE 6/94 PUBLIC WORKS DEPARTMENT SHEET 6 OF 15 l1 ~ I 0 0 5 :rJ [l ~ 8 ~ z 0 [jJ z • z ~ C $'. z OJ ,~ " m " JJ C "" 0 '.D /..: F --·· D £ 7 ~ T n 0 5 :n " n co :·, " ~ " "· ~ ~ ?. " " I > C z I < C 2 " \'1 GJ " C z " C z " SJ .;, C C C 55 0 ~ t ;; z !" OJ 0 m ~ I JJ C Ii ~ 2.' t71--" < £'. ? .i-. T 0 0 5 ~ n ;-JJ i::-, n ~ 1! ~ ' ~ § 0 F " ~ " z "' ~ .. 7 6 G1 " C " ' z ?, W, • L ' E C ' ~ ii ~ $ '" ~ L z rn ,rn n m ~ JJ 7 C ~: ' ~ $' vg .. £ "' -'e, z X N 0 0 N r N 0 JJ z "' if; n " 0 ~ "" ~ 'll Sl c:-, 0 ~ 0 '"'-., " .... " 0 2; z ,n '" < "' ' " B G1 0 "' z ~ > !-Q z .... <O " C "' " < m . a; j1 0 7 < < 5 L z ,rn rn /j 0 m p " h;; ·~· 0 L ~ p POLE SCHEDULE 1111 STANDARD LUMINAIRE VEH. SIG. MTG. PED. SIGNAL NO. TYPE gc, II.A ,IN. IU HPSV MAST ARM POLE . MTG. ¢ A 19-2-70 30' 12· 250W MAS SV-2-T SP-1-T 2 B PPB POST - - --- - - C 29-5-70 55' 15' 250W 3-MAS SV-2-T SP-1-T - D PPB POST (E) ---. . -- -6 E 17-2-70 20' 12' 250W MAS SV-2 T SP-2-T 6 F PPB POST fR) -- ----4 G 29-5-70 • 45'' 12' 250W 3-MAS SV-t-T SP-1-T H PPB POST (E ------4 I 1-A-10' ----TV-2-T SP-1-T 2 1111 -ALL EQUIPMENT NEW, UNLESS NOTED OTHERWISE: (E) -EXISTING, (R) RELOCATE . . -MODIFIED TYPE 29-5-70 POLE WITH 45' SIGNAL MAST ARM INDUCTIVE LOOP 11111 DETECTOR SCHEDULE SENSOR UNIT CHANNEL DETECTOR 1 (1) 1-~2 #1 2 (2) 2-~2 1 (3) 3-02 1/2 2 4-a2 #3 1 5-}IJ2 2 1-J/)5 1 (4) 1-06 1/4 2 (5) 2-l'J6 1 (6) 3-,06 #5 2 4-,06 1 5-06 1/6 2 5-a4 117 1 1-,01 2 2-;,1 1/8 1 1-1"3 2 2-;,3 1/9 1 3-.03 2 SPARE 1/10 1 (7) 1-)14 2 (8) 2-;,4 #11 1 3-.04 2 4-,04 Iii CITY FURNISHED SENSOR UNITS WILL BE RACK MOUNT WITH MULTIPLE OUTPUTS. SEE NOTE [2J AND SPECIAL PROVISIONS. 11] VCS INPUT NUMBER (#) SYSTEM SAMPLER NUMBER GENERAL NOTES --------1 1 2 R28 3 4 5 6 7 8 9 10 11 12 13 ,. PPB BPB QUAD. ARROl ¢ QUAD . ARROW SE RT - --2 NW(R) LT(R) --- SE RT 3 NE(E) L T(E) NW RT - SW(E) RT(E 6 SE(El L T(El - SW(E) LT NW RT 4 SW/R) LT(Rl POLE LOCATION 1.S.N.S. t=-i DETAIL "'A.•1 REMARKS (DBL. fACE) E. B C Jamboree D 5' ISLAND -e-2.5 3' Son Joaquin Hills ISLAND -EXISTING . Jamboree -1.5' 3' ISLAND -,. 3' ISLAND Son Jooauin Hills 2' 3' -EXISTING -EXISTING • '• ,,,~·-:::;c---, ,,, . -· I : ~ i \ \ l, l \ . ' EX. LOOPS ' i ; l \ . . \ l 1. TRAFFIC SIGNAL AND HIGHWAY LIGHTING CONSTRUCTION SHALL CONFORM TO THIS PLAN, STATE OF CALIFORNIA STANDARD SPECIFICATIONS AND STANDARD PLANS (DATED JULY 1992) AND THE SPECIAL PROVISIONS. 2. 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. 3. ALL CONDUIT INSTALLED BETWEEN ADJOINING PULLBOXES SHALL BE 2 1 /2" UNLESS SHOWN OTHERWISE, AND SHALL HAVE 30" MIN. COVER. 4. NEW PULLBOXES SHALL BE #5 UNLESS SHOWN OTHERWISE. 5. CONTRACTOR SHALL EXERCISE EXTREME CARE TO AVOID DAMAGING EXISTING UTILITIES. 6. UNGROUNDED SIGNAL CONDUCTORS SHALL NOT BE SPLICED. 7, ALL SALVAGED MATERIALS & EQUIPMENT SHALL BECOME THE PROPERTY OF THE CONTRACTOR EXCEPT AS NOTED. (TYP.) 8. EXCEPT AS OTHERWISE NOTED, LOOP DETECTORS SHALL BE 6'X 6' WITH 10' SPACING IN THE DIRECTION OF TRAVEL. LIMIT LINE LOOPS SHALL EXTEND 2' INTO CROSSWALK. 9. ALL NEW VEHICLE HEADS SHALL BE 12" UNLESS OTHERWISE NOTED. m [gJ 0 CONSTRUCTION NOTES REUSE EXISTING MUL TISONICS MODEL 820 CONTROLLER AND "OPTICOM" DESCRIMINATORS IN A NEW CITY FURNISHED TYPE "p" CABINET WITH DETECTION AS SHOWN, INCLUDING BICYCLE TIMING LOGIC VEHICLE COUNTING SYSTEM, ADDITIONAL"OPTICOM" EMERGENCY VEHICLE EQUIPMENT, AND MISCELLANEOUS AUXILIARY EQUIPMENT AS REQUIRED TO PROVIDE THE INTENDED OPERATION. CONSTRUCT FOUNDATION FOR TYPE "p" CABINET WITH TOP OF FOUNDATION 18" ABOVE FINISHED GRADED. CONSTRUCT 5' WIDE ISLAND CROSSING, 4" PCC, MATCHING .ADJACENT ROADWAY GRADE. • •• CONSTRUCT CURB ACCESS RAMP PER CITY OF NEWPORT BEACH STANDARD PLAN NO. STD ___ . '47 REMOVE AND SALVAGE EXISTING POLE AND HARDWARE COMPLETE, EXCEPT AS l::J • NOTED. ABANDON EXISTING FOUNDATION UNLESS OTHERWISE NOTED. REMOVE 11' OF EXISTING MEDIAN NOSE TO 12" BELOW EXISTING GRADE AND CONSTRUCT NEW NOSE IN KIND. CONSTRUCT 12" AC DEEP LIFT IN AREA OF MEDIAN REMOVAL AND FEATHER TO JOIN SURROUNDING SURFACE. RS EX. CONTROLLER CABINET, TYPE II SERVICE, & TELEPHONE SERVICE BOX. REMOVE EXISTING FOUNDATION INSTALL 1.2• SOLID WHITE THERMOPLASTIC CROSSWALK STRIPES. REMOVE, BY SANDBLAST, EXISTING CONFLICTING CROSSWALK STRIPES. EXTEND OR REMOVE EXISTING LANE LINES TO JOIN BACK OF NEW CROSSING. . INSTALL INTERCONNECT CABLE TO TRAFFIC SIGNAL CONTROLLER . l l I ! I ' . CABINET AT LOCATION NOTED ON PLAN. SEE "TYPICAL TRAFFFIC SIGNAL INTERCONNECT INSTALLATION DETAIL". \ \ \ . I \ EX. ; EXIST. 2"¢, ... ,\"'.. ~~{::'~~::::_-"'--:::,, ' PLANS PREPARED BY: WILLDAN ASSOCIATES 12900 CROSSROADS PARKWAY SOUTH SUITE 200, INDUSTRY, CA 91746-3499 (310) 908-6200 UNDER THE SUPERVIS10N OF L .J \ DETAIL "B" L .J 2-.04 BY VEHICULAR & PEDESTRIAN MOVEMENTS PER FUNCTION NEMA PHASE DESIGNAllON COORDINATED FUNCTION • DETERMINED BY MASTER COMPUTER DURING COORDINATED OPERATION N ! 0 ',., -k ... \ \ I ; A / '. I ! ECR DESCRIPTION REVISIONS w DETAIL s -B' Ol'. 0 IIl 6 "A" APP'O r 1 r I 1 &5 l APPRO'IEO; OAJE PHASE-SEQUENCE DIAGRAM • I •---• NOT NOT __) •----l\_ USED ~ l i \ t USED 5 2 6 . . 3 7 4 B • • • I 1 & 6 I I I l I 2 &6 I I 3 I I I I I I I 4 j I 2 & 5 I I I SEQUENCE WITH CALLS ON ALL PHASE LOOPS 12• ® 12· 0 12" ® (f) \ ATTENTION Utilities shown on the pion ore 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. ' JI I I ·-T ___ _ I,', 7 l 'IL .J -~7 I L .J 3-/!16 2-.06 l. )-' L .J 1-.06 CONDUCTOR SCHEDULE II AWG CIRCUIT RUN NO. /1\ /2\ /YI /4\ i/5\ 01 3 3 lil2 3 3 03 3 3 3 3 ¢4 3 3 3 3 3 ¢5 3 3 3 3 3 fi/6 3 3 ¢2P 2 2 04 P 2 2 2 2 2 ¢6 p 2 2 2 #14 02PBP 1 1 ¢4PBP 1 1 1 1 1 06PBP 1 1 1 , 2BPB C 3BPB 1 1 I 4BPB 1 1 ¢68PB 1 1 1 PPB COMMON 1 1 1 1 1 SPARES 3 3 3 . 3 3 TOTAL 17 27 27 23 23 #12 I.S.N.S. 2 2 2 2 2 SIG.COMMON 1 1 1 1 1 /4\ 3 3 3 3 3 2 2 1 1 1 1 1 3 27 2 1 < 1 2", 4-SECTION #10 LUMINAIRE 2 2 2 2 2 2 TOTAL 3 3 3 3 3 3 )11 2 2 2 ¢2 ,:53 4 4 DLC 04 1 5 5 2#16 ,:15 . 1 . ¢6 5 5 5 DETAIL "B" TOTAL 5 9 12 3 7 7 8PR02 INTERCONNECT CABLE 1 1 1 EVP CAOLE 2 2 4 CONDUIT SIZE 1/2 3" 3" 3" 3" 3" E = EXIST., N = NEW N N N N N N 111111 INSTALL ALL NEW CONDUCTORS AND CABLES THROUGHOUT i/7\ 6 3 6 6 6 3 2 4 2 1 2 1 1 1 1 1 2 6 54 2 2 4 6 2 5 4 5 1 5 22 2 4 '-3 N APPROV!:Di TRAFFIC SIGNAL MODIFICATION PLAN JAMBOREE ROAD oAn: Jvne. /3, /994 AT RCE SAN JOAQUIN HILLS ROAD ' DESIGNED MSD ORAl\!l TP CITY OF NEWPORT BEACH T-5650-5 CHECKED HLG DATE 6/94 PUBLIC WORKS DEPARTMENT SHEET 7 OF 15 "'~----I £ I . 2 X 0 I I I . I 5 ~ \; 2 0 ' 0 B ~ Tl ,::; ~ ,. ., CJ z " ~ 2 ;: n ~ ~ 0 ~ 2 ;; :r. 0 5 e: f5 g p ;g ~ c-, a; 5-,.._ < ·-<I z b ~ ~ "' 0 "' ~, J.) ;,/ 0 rJ 5J ~ ~ .m " c_ 0 I] ~ z G) z C s: m m JJ ) :.i--7 ~ ~ I 0 JJ ¼; <. z G) z C < IJJ m JJ 0 JJ >-~ z G) z C ~ OJ m JJ -~I~---~ CONSTRUCTION NOTES= 0 REMOVE AND SALVAGE CALTRANS TYPE 170 CONTROLLER ASSEMBLY AND TYPE 332 CABINET. REMOVE AND SALVAGE TYPE "P" CABINET ON TYPE "R" FOUNDATION (VEHICLE COUNT STATION). FURNISH AND INSTALL CALTRANS TYPE 170E CONTROLLER ASSEMBLY WITH TYPE 332 CABINET (CABINET DOOR AS SHOWN), DETECTOR SENSOR UNITS, CONFLICT MONITOR, COORDINATION TELEMETRY, AND ALL OTHER AUXILLIARY EQUIPMENT NECESSARY TO PROVIDE THE INTENDED OPERATION. THE TYPE 170E CONTROLLER ASSEMBLY OPERATIONAL SOFTWARE WILL BE FURNISHED BY CAL TRANS. SEE SPECIAL PROVISIONS. GENERAL NOTES= \ \ \ \ \ \ 1 I I 1 "C, 2#8 (SIG), 2#10 (L TG), 2#10 (VEH. COUNT), 2#12 (I.1.S.N.S.) \\ ( / I \ 1. TRAFFIC SIGNAL AND HIGHWAY LIGHTING CONSTRUCTION SHALL CONFORM TO THIS PLAN, STA TE OF CALIFORNIA STANDARD SPECIFICATIONS AND STANDARD PLANS (DATED JULY 1992) AND THE SPECIAL PROVISIONS. 1 "C, 12 PR #19 INTERCONNECT / rTO CONTROLLER AT 30TH STREE: ///,-_., I ------2. CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR THE INTENDED OPERATION. -------- ----- -_j' -----------.----- ;: l-------- 3. CONTRACTOR SHALL EXERCISE EXTREME CARE TO AVOID DAMAGING EXISTING UTILITIES. 4. UNDERGROUND SIGNAL CONDUCTORS SHALL NOT BE SPLICED. 5. 6. ALL SALVAGED MATERIALS AND EQUIPMENT SHALL BECOME THE PROPERTY OF THE CONTRACTOR EXCEPT AS NOTED (TYP.). SALVAGED TYPE 170 CONTROLLERS SHALL BE DELIVERED TO THE CITY OF NEWPORT BEACH. 1111 CONDUCTOR SCHEDULE A'NG CIRCUiT !& & & & ", & ¢ 1 ' 3 3 6 6 ~ ¢ 2 -3 3 3/3 3/3 ¢5 -3 -3 3 ¢ 6 --3 3 3 ¢ 7 3 3 -3 3 ¢s --3 3 3 ~¢ 2P 2 2 -2 2 51) 6P --2 2 2 #14 ¢ 7P 2 2 ? 4 4 ~ --,.----¢ 2 PPB &BPB 2 2 -2 2 ¢ 6 PPB &BPB --I 1 2 2 IZi 7 PPB & BPB 1 1 2 2 2 ¢ 8 BPS -1 -1 1 PPB & BPB Common 1 1 1 2 2 1.1.S.N.S. -1 1 2 2 Fire Station Pre-emot. -5 -5 5 ----· Spares 3 ' 3 3 6 ~ TOTAL 17 I 30 24 54 54 3#20 w/grnd -! 2 1 4 4 Signal & Sign Common 1 1 1 2 2 #10 Luminaire 2 2 2 2 - TOTAL 3 3 3 4 2 ¢ 1 Q & ¢1 ---2 2 ¢ 2 1 1 1 2 2 s,-•-- ¢ 5Q & ¢5 LOOP --2 2 2 DET. ¢ 6 ---2 2 CABLE ¢7 --2 2 2 4#18 o5 8 -1 -1 1 TOTAL 1 2 5 1 11 11 N/B Count ~ 2 2 -12 -,. MLC S/8 Count i .... 4#18 6 ---!~ - TOTAL 2 2 -! 4 - 12 Pair #19 Interconnect Coble . -1 -. 1 1 I ! Conduit Size -2· 3" -· 2(3") 2(3")' ..:, I ' E E E E E 1111 REMOVE EXISTING CONDUCTORS AND INSTALL NEW THROUGHOUT EXCEPT AS OTHERWISE NOTED. E = EXISTING ! All ungergrcund utilities or structures reported by the owner or others and those shown on the records examined are indicated with their approximate location ar,d extent. The owner by accepting these plans or proceeding with improvements pursuant thereto agrees to assume liability and to hold undersigned harmless for any damages resulting from the existence of underground utilities or structures not reported to the undersigned; not indicated on the public records examined; located at variance with that reported or shown on records examined. The contractor is required to take due precautionary measures to protect the utilities or structures shown and any other utilities or structures found at the site. It shall be the contractor's responsibility to notify the owners of the utilities or structures concerned before starting work. N 0 ----- MAG. DETECTOR SCHEDULE SENSOR UNIT CHAt~NEL • DETECTOR 1 1-N/B #1 2-N/B 2 1 1-S/B #2 2-S/B 2 DET. ASSIGNMENT SCHEDULE No. PHASE SLOT FIELD TERMINATION . 11 1 11 U T2-1&2 12 10 11 L ! T2-3&4 1 2 12U T2-5&6 -- 2 2 12L T2-7&8 3 2 13U T2-9&1 C 4 5Q JlU T3-1&2 5 5 J1L T3-3&4 8 6 J2U T3&5&6 9 6 J2L T3-7&8 10 6 J3U T3-9&10 6 7 J5U T5-5&6 7 7 JSL T5-7&8 13 8 J6U T5-9&10 14 8 J?L" T7-3&4 PPB 2 112U TB-4&COM9 PPB 4 112L T8-5&COM6 PPB 7 113U T8-7&COM9 EVP 8 113L T8-8&CCM9 --- -· q,6 ~~ I-~ --8 --8 I ~ /.? I= Pt. A C (I; / 1/« A F r:l.: :5 / GA/ -4 L L o a ✓"' $ rREss, 1-1 Moc;,-$!: '1-11 .!'2 Q) y fil < No. C042614 !!! a: Exp 3-~ 1-'i'.r C/VI \. OF Cf>.\.~ I I 7' I I 2-3"C, 4-MLC I I \ I I SCALE: 1" 0 10' 20' E 20' 50' PHASE DIAGRAM ◄ ► ¢5 ¢6P ¢BP ¢8 J 'T' 'T' • ◄ : 1~ I ~ I ¢6 I I r I I ► '7 ¢7 '7 ¢2 ¢7P ¢ 1 <1----{> • • ¢2P • PED OVERLAP ¢7 -¢s 1-DLC - 1-~~~-DLC--=------_:::--~--~ -:=-__:-··-=-::_~ -=-- 12PR#19 (INTERCONNECT) "'-_ 2"C, 12PR#19 INTERCONNECT TO CONTROLLER AT FINLEY AVENUE _ _j~+---2"C, 5#14 (FIRE PRE-EMPT) .d l . POLE ·scHEDULE ... POLE DATA SIGNAL HPSV LUM. SIGNAL MOUNTING PED PUSH BUTT01~ POLE LOCATION ILLUMINATED SIGN No. TYPE HEIGHT MA MA WATTS VEH MA PED PHASE POLE QUAD F B C N MESSAGF (dbl.face) CD 26-4-70 30' 40' 0 PPB POST 4'-7' - I--'. 0 66D6 30'-9" - 0 I 30' 35' 24-4-70, ' ' I ® 66D6 30 1 -9" - I---' ® 1A 1 0' - . ,6. EXISTING PREPARED UNDER 1HE SUPERVISION OF c24-~h,a,;:;.h. ' D~TE ~-7-51-- ABI MO ARABI R£.E. o. C42614 N\, Meyer, llohaddes Associates, Inc. Traffic Engineering • Transportation Planning 1201 Dove Street, Suite 310 Newport Beach, CA 92260 Ph: 714 752-1616 Fax: (714 752-2550 • 15' 250 SV-2-TB 2-MAS SP-1-T 2/8 West/South E X i S t i ni g 32nd Street - ----2 West E X i S t i n~ g - 6' 250 SV-2-TB -SP-2-T 7/2 North/West E xistin]g - 12' 250 SV-1-T SP-2-T 7/E/7 South/West/North ! 32nd Street E xistin!g SV-2-TB 6' 250 SV-1-T 2-MAS -6 East E X i S . I t I nl g - - -TV-1-T -SP-1-T 6 East E X i S t i n g - . . 11--~-~--R_Ev_1s_1o_N_s ___ ~--1:;z;: ~b.._ TRAFFIC SIGNAL MODIFICATION PLAN 1-D_AT_E+-BY-t---------+-A_PP--l'D R.E.T~:~~~~R NEWPORT BOULEVARD / DATE 32ND STREET DRAWN JTK DESIGNE~XM CITY OF NEWPORT BEACH T-5650-S l---+--+------------l----l----':..:.;_;_-4 __ ....:..::..::::--t CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 8 OF 15 AXM 6-7-94 NB-32.DWG i'J G ,_ 0 :::0 ~ z 0 z C :;;:: !JJ ~ • ) 0 :n lii: < z 0 z C ~ rn m ::0 ~'------' CONSTRUCTION NOTES: 0 REMOVE AND SALVAGE CALTRANS TYPE 170 CONTROLLER ASSEMBLY AND TYPE 332 CABINET. FURNISH AND INSTALL CAL TRANS TYPE 170E CONTROLLER ASSEMBLY WITH TYPE 332 CABINET (CABINET DOOR TO FACE STREET), DETECTOR SENSOR UNITS, CONFLICT MONITOR, COORDINATION TELEMETRY, AND ALL OTHER AUXILLIARY EQUIPMENT NECESSARY TO PROVIDE THE INTENDED OPERATION. THE TYPE 170E CONTROLLER ASSEMBLY OPERATIONAL SOFTWARE WILL BE· FURNISHED BY CAL TRANS. SEE SPECIAL PROVISIONS. INSTALL EVP CABLE TO END OF MAST ARM OR COIL 50' IN PULL BOX. 1. GENERAL NOTES: TRAFFIC SIGNAL AND HIGHWAY LIGHTING CONSTRUCTION SHALL CONFORM TO THIS PLAN, STATE OF CALIFORNIA STANDARD SPECIFICATIONS AND STANDARD PLANS 2"C, 3#4 (SERVICE) #3 1 /2 (EDISON) ~\ (DA TED JULY 1992) AND THE SPECIAL PROVISIONS. 2. CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR THE INTENDED OPERATION. 3. CONTRACTOR SHALL EXERCISE EXTREME CARE TO AVOID DAMAGING EXISTING UTILITIES. 4. UNDERGROUND SIGNAL CONDUCTORS SHALL NOT BE SPLICED. 5. ALL SALVAGED MATERIALS AND EQUIPMENT SHALL BECOME THE PROPERTY OF THE CONTRACTOR EXCEPT AS NOTED (TYP.). 6. SALVAGED TYPE 170 CONTROLLERS SHALL BE DELIVERED TO THE CITY OF NEWPORT BEACH. Utilities shown on the plan ore based on available records. Contractor shall take extreme care in avioding damage to existing utilities. Contractor shall contact Utility Agencies to determine exact location prior to excavation. •CONDUCTOR SCHEDULE AVVG CIRCUIT & & & & & &!& ¢2 -- -3 ., ~ IZ) 4 --3 -3 ¢ 6 -3 3 -- ¢8 3 3 3 -- ¢ 2P ----2 ¢ 4P -2 2 -- ¢ 6P 2 2 2 -- ¢ BP 2 2 2 -2 #14 ¢ 2 PPB & BPB - - --1 ¢ 4 PPB & BPB -2 2 -- l'> 6 PPB & BPB 2 2 2 -- IZ) 8 PPB & BPB 1 1 1 1 2 ... PPB & BPB Common 1 1 1 1 1 Flasher (Curb) ---1 1 Ilium. St. Name Sign -1 --1 Spares 3 3 3 3 3 EVP 1 2 2 1 - TOTAL 15 24 26 10 19 Signal & Sign Common 1 1 1 1 1 #10 Luminaire -2 2 -2 TOTAL 1 3 3 1 3 ¢2 - - --- ¢ 4 -' 1 --LOOP ' DET. ¢ 6 ---2 2 CABLE ¢s ----1 4#18 TOTAL -1 1 .2 3 12 Pair ¥19 Interconnect Cable 1 1 2 -- Conduit Size 1.5" 2.5" 2.5" 1.5" 1.5" E E E I E E II REMOVE EXISTING CONDUCTORS AND INSTALL NEW THROUGHOUT EXCEPT AS OTHERWISE NOTED. E = EXISTING 3 3 3 6 3 6 -3 2 2 2 4 -2 2 4 2 2 1 3 -2 2 3 1 2 1 1 1 2 3 6 -2 26 53 1 2 2 - 3 2 -2 -1 2 2 1 1 3 6 -2 ~· L (2)3" E E #3 1/2 ~ a) n N --\ _____ !/ HIGH VOLTAGE - - SERIES LIGHTING \ I I 6' I I I I I I J 4• I 6' PHASE-FUNCTION-SEQUENCE DIAGRAM .......... ______ VEHICULAR & PEDESTRIAN SCALE: 1" 20' l l l l MOVElviENTS PER FUNCTION -------- 0 10' 20' 50' HIGH VOLTAGE / \ERIES LIGHTING /\ I \ I \ I \ I @ \ ,\JEMA PHASE DESIGNATION 2 6 4 8 FUt~CTION TYPE 1 "C, 12 PR #19 TRAFFIC INTERCONNECT TO CONTROLLER AT 32ND STREET -- \ "---HIGH VOLTAGE SERIES LIGHTING ... POLE SCHEDULE DP DP SP SP SEQUENCE WITH CALLS ON ALL PHASES DET. ASSIGNMENT SCHEDULE No. PHASE SLOT FIELD TERMINATION 1 2 I2U T2-5&6 2 2 I2L T2-7&8 3 2 I3U T2-9&10 5 6 J2U T3-5&6 6 6 J2L T3-7&8 7 6 J3U T3-9&10 8 6 J3L T3-11&12 4 4 I6U T4-9&10 g 8 J6U T5-8&1 D PPB 2 I12U T8-4&Com 6 PPB 4 l12L T8-5&Com 6 PPB 6 l13U T8-7&Com 9 PPB 8 I13L T8-8&Com 9 I I POLE DATA SIGNAL HP SOD VAP SIGNAL MOUNTING PED PUSH BUTTOf\J POLE LOCATION ILLUMINATED SIGN I I I No. TYPE LENGTH 0 17-2-70 30' ® 1A 1 O' 0 1A 1 O' 0 17-2-70 30' ® PPB POS" 4'-7" ® 1A 1 O' 0 PPB PCS' 4'-7"- ® MARBELITE 30'-9"' (9) PPB pos-4'-7 .6. EXISTING PREP_~D UNDER 11:IE SUPERVISION OF -~ JH.--'jh.,. ,.,.;~A TE C -7 • ti: MA 20' - - 20' - - - - - AB! MOGH'ARABI R.C.E. No. C42614 M, Meyer, Mohaddes Associates, Inc. Traffic Engineering • Transportation Planning 1201 Dove Street, Suite 310 Newport Beach, CA 9226D Ph: 714 752-1616 Fox: 714 752-2550 MA VvATTS VEH MA PED PHASE POLE QUAD E B C N MESSAGE (dbl.face) 12' 250' SV-,-2-T MAS SP-2-T 6/4/4 South/West/North ---2' 2.5' -30th Street --TV-1-T -SP-2-T 6/8/6 South/North/East E X ! s t i n g -- --lV-1-T --8 South E X i s t i n g -- 15' 250' SV-2-TB MAS SP-2-T 8 South -2' -2.5' -30th Street -----2/8 West/South --8' 2.5' -- --lV-1 -SP-2-T 2/4/2 East/North/West --3' 2.5' -- ·-··-~ -- - - -8 North E X i s t i n g -- 12' 250' SV-3-TB -SP-2-T --E X i s t i n g -- ---- -4 North E X i s t i n g -- REVISIONS APPROVED TRAFFIC SIGNAL MODIFICATION PLAN 1-D-A-TE~_B_Y ____________ A_P_P_,'D ~cf__lJf_U,,..-""'""""=1 R.E.T~-:.FICW~~ER NEWPORT BOULEVARD / 11---t---t--------+---IDATE Jtl(li!-l.311994 30TH STREET DRAWN JTK DESIGNE~M CITY OF NEWPORT BEACH T-56 50-S 1---t---1------------+--+~-=~--tcc--=~..C.C.C-'--1 CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 9 OF 15 AXM 6-7-94 NB-30.0WG _,~--~ " .,. X 0 ,- 0 i'i m n 2 Q §s ,, e cl l!.' a ~ ;; £Z ,, ~ a ?l f z ,,, rn ~ " :,- I 0 JJ ~ z G) z C $. UJ m JJ 0 Il ~ z G) z C < [D m JJ 1111 CONDUCTOR SCHEDULE AWG CIRCUIT &I& & & ¢2 -3 -6 ¢ 4 3 3 3 6 ¢ 2P 2 2 2 4 ¢ 4P 2 2 2 4 ¢ 2 PPB 1 1 1 2 ¢ 4 PPB 1 1 1 2 ' ¢ 2 BPB -1-1 2 115 4 BPB 1 1 -2 ' #14 PPB & BPB Common 1 1 1 2 Ilium. St. Name Sian --1 - Soares 3 3 3 6 i EVP ---1 , TOTAL 14 17 15 33 I Signal & Sign Common 1 I 1 1 2 -: 2 2 -, Luminaire #10 ' I 1 TOTAL 1 I 3 3 2 is-¢ 2 --I 2 2 E-¢4 ---1 LOOP w-¢ 4 1 1 -1 DET. CABLE 4#18 I ! TOTAL 1 I 1 2 4 I Conduit Size 1.5" 1.5" 1.5" 2-3" 2· E E E E 11111 REMOVE EXISTING CONDUCTORS AND INSTALL NEW THROUGHOUT EXCEPT AS OTHERWISE NOTED. E = EXISTING N = NEW The utilities shown on the plan are based on available records. Contractor shall take extreme care in avoiding damage to existing utilities. Contractor shall contact Utility Agencies to determine exact location prior to excavation. CONSTRUCTION NOTES: #3 1/2- 0 REMOVE AND SALVAGE CALTRANS TYPE 170 CONTROLLER ASSEMBLY AND TYPE 332 CABINET. FURNISH AND INSTALL CALTRANS TYPE 170E CONTROLLER ASSEMBLY WITH TYPE 332 CABINET (CABINET DOOR TO FACE STREET), DETECTOR SENSOR UNITS, CONFLICT MONITOR, COORDINATION TELEMETRY, AND ALL OTHER AUXILLIARY EQUIPMENT NECESSARY TO PROVIDE THE INTENDED OPERATION. THE TYPE 170E CONTROLLER ASSEMBLY OPERATIONAL SOFTWARE WILL BE FURNISHED BY CAL TRANS. SEE SPECIAL PROVISIONS. INSTALL EVP CABLE TO END OF MAST ARM. GENERAL NOTES: 1. TRAFFIC SIGNAL AND HIGHWAY LIGHTING CONSTRUCTION SHALL CONFORM TO THIS PLAN, STATE OF CALIFORNIA STANDARD SPECIFICATIONS AND STANDARD PLANS (DATED JULY 1992) AND THE SPECIAL PROVISIONS. 2. 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. 3. CONTRACTOR SHALL EXERCISE EXTREME CARE TO AVOID DAMAGING EXISTING UTILITIES. 4. UNDERGROUNDED SIGNAL CONDUCTORS SHALL NOT BE SPLICED. 5. ALL SALVAGED MATERIALS AND EQUIPMENT SHALL BECOME THE PROPERTY OF THE CONTRACTOR EXCEPT AS NOTED (TYP.). 6. SALVAGED TYPE 170 CONTROLLER TO BE DEUVERED TO THE CITY OF NEWPORT BEACH. 1-DLC I I I I I 20· I I I I I I (f-ESSt ~MOc;,~ ~tti ~ fil < No. C042614 l:ll a: ,+< Exp 3-31-'i'~- C/VI \... OF Ct>.\...~ PHASE-FUNCTION-SEQUENCE DIAGRAM ....,...._ _____ VEHICULAR & PEDESTRIAN 0 SCALE: 10· 20· 1'' -20' 50' ! 1 ! I MOVEMEl'~TS PER FUNCTION -------- .,,---1.5"C, 2#8 (SIGNAL) POLE DATA SIGNAL No. TYPE LENGTH MA 0 17-2-70 30' 20' 0 1A 7' - 0 1A 7' - © 1A 10' - To 1A 10' - ® 66D6 30'-9" - 0 17-2-70 30' 15' ® 1A 7' - Ja EXISTING PREPARE!) UNpER 1HE SUPERVISION OF <24. lk"Jfav,r,h"\ DATE 6-7-"14- ABI MOGHARABI R.C.E. No. C42614 M, Meyer, Moh11ddes Associates, Inc. Traffic Engineering • Transportation Planning 1201 Dove Street, Suite 310 Newport Beach, CA 92260 Ph: 714 752-1616 Fax: 714 752-2550 NEMA PHASE DESIGNATION ¢2 ¢4 FUNCTION TYPE DP SF Sequence with calls i ¢2 I ·I ¢4 I ' on all phases i DET. ASSIGNMENT SCHEDULE No. PHASE SLOT FIELD TER~AINATION 1 2 12U T2-5&6 2 2 12L T2-7&8 3 2 13U TZ-9&10 4 4 16U T4-9&10 6 4 16L T4-11&12 5 4 17L T6-3&4 PPB 2 112U T8-4&Com.6 PPB 4 112L T8-5&Com.6 =t> 0 N ~ =t> 0 N A POLE SCHEDULE HPSV LIJM. SIGNAL MOUNTING PED PUSH BUTTON POLE LOCATION ILLUMINATED SIGN -·· MA WATTS VEH MA PED PHASE POLE QUAD E B C N MESSAGE (dbl.face) 12' 250 SV-1-T MAS -2 West 5' 2.5' Newport 81. SV-1-T -- ---I -TP-2-T 2/4 West/North -5' 2.5' -- ----TP-1-T 4 North E X i s t i n g -- --Tl/-1 -SP-1-T 4/2 North/East --3' 2.5' -- --Tl/-1 -SP-1-T 2 East -1' -2.5' -- 6' 250 SV-1-T -SP-1-T 4 South EX i s t i n g -- 12' 250 SV-2-·TB MAS SP-1-T 4 South 3' -2.5' -28th Street ----TP-1-T 4/2 South/VI est -4' 2.5' -- REVISIONS APPROVED • TRAFFIC SIGNAL MODIFICATION PLAN __ D_A_TE~B-Y~---------~-AP_P ___ 'D WAru.dM-UM/fM L .ffiAFFlCTENGINEER NEWPORT BOULEVARD / R.E. Ne. /?;104 !5' l----+-----+----------1---1 DATE J=~{&/-mA· 28TH STREET DRAWN JTK DESIGNE~XM CITY OF NEWPORT BEACH T-5650-S 1---1----t---------------l---=c-''-"-'----+~-"--"'--1 CHECKED DATE AXM 6-7-94 PUBLIC WORKS DEPARTMENT SHEET 10 OF 15 NB-28.DWG l: I m 11 m " ~ 2 ;? C " ~ C '" " C 8 ,,, s TI i 0 :n ~ z G} z C s OJ m :a "'-----' u s: z X n r □ n 0 'ti 0 '" j u z . I /TI n ~ C 2J ,!/ " ' Cl\ 8\ "' 0 ' ) 0 :0 le < z G1 z C 5. rn m :n 0 JJ ~ z [i) z C s [J] m :0 1111 CONDUCTOR SCHEDULE INDUCTIVE LOOP DET. SCHEDULE 1-w w et:: PHASE-FUNCTION-SEQUENCE A\IIG CIRCUIT I&~&& -:=-t==t---+----1 #14 #10 LOOP DET. CABLE 4#18 3 2 3 1P 2 2P 2 1 PPB 1 2 PPB 1 1 BPB 2 BPB 1 PPB & BPB Common 1 Ilium. St. Name Sign 1 Spares 3 EVP TOTAL 18 Signal & Sign Common 1 Luminaire 2 TOTAL ; 3 W-¢ 1 N-¢ 2 1 TOTAL 1 3 3 6 3 3 6 2 2 4 2 2· 4 1 1 2 1 1 2 1 1 2 1 -2 1 1 2 1 -1 < 3 6 ~ -1 19 17 38 1 1 2 2 2 2 3 3 4 2 2 2 -2 1 -1 -1 3 2 t======lc=========!==a==cs= 6 Conduit Size 2" E E 2" 2-3" E E 1111 REMOVE EXISTING CONDUCTORS AND INSTALL NEW THROUGHOUT EXCEPT AS OTHERWISE NOTED. E = EXISTING _t tO A SENSOR UNIT 0 N #1 T CHANNEL 1 2 3 4 1 2 3 4 T DETECTOR 1-W-¢ 1 2-W-¢ 1 1-E-¢1 2-E-¢1 1-N-¢2 2-N-¢2 1-S-¢2 Future T 7 I J ALLEY I 26' T I I I ,, I I I I li I 12' I N -e- 1 z I i ' I- (/) I I- L{) 38' L I ALLEY 1 )----, I I~ I I 13- L--..l I w== ~--, I I I I IN 1..--.J L r ..L SCALE: 1" = 20' o 1 o· 20· 50• ~ 1"C, 1-DLC / _::;;;z_ 180' TO -- N N LIMIT LIHE T T ..L ..L N N - #3 1 /2 - I I V ~Tl ~ -e- I 1 I I I w I I I I I I I I I I ~ LJ.J DIAGRAM -------- llll VEHICULAR & PEDESTRIAN MOVEMENTS PER FUNCTION -------- NEMA PHASE DESIGNATION 1 2 FUI\JCTION TYPE DP SP Sequence with calls I 1 I .. I 2 on all phases V " ~ '" ' BOULEVARD The utilities shown on the plan are based on available records. Contractor shall take extreme care in avoiding damage to existing utilities. Contractor shall contact Utility Agencies to determine exact location prior to excavation. I i >-w ....l ....l <( CONSTRUCTION NOTES: . CD ,_ L ___ J! -®-i✓·~""---.,./1 r.\ 1 I t-=-r---) #6 __, / '! /4\-#3 1/2 (Eo1soH) \_!_/ REMOVE AND SALVAGE TYPE 90 CONTROLLER AND TYPE nM" CABINET. [ 1L_s __ J"'2 ----i '1 ,I ______________ P_O_L_E-SCHEDULE INSTALL CITY FURNISHED EIGHT PHASE MUL TISONICS MODEL 820A CONIBOLLER I .,,. "OPTICOM" EMERGENCY VEHICLE EQUIPMENT, BICYCLE TIMING LOGIC AND 1 -------- A ASSEMBL y COMPLETE IN NEW TYPE "p" CABINET WITH DETECTION AS SHOWN, I MISCELLANEOUS AUXILIARY EQUIPMENT AS REQUIRED TO PROVIDE THE INTENDED I I POLE DATA SIGN.AL HPSV LUM. SIGNAL MOUNTING PED PUSH BUTTON POLE LOCATION ILLUMINATED SIGN 1---==-==+-==~=-OPERATION. CONSTRUCT FOUNDATION FOR TYPE •p" CABINET WITH TOP OF I I CF FOUNDATION 18" ABOVE FINISHED GRADE. I , N o. TYPE LENGTH VEH MA PED PHASE POLE QUAD E B C N i'v1ESSAGE dbl.face\ t-,,,,-+----+------1--'----f---"--'-+-'-'-'--'---"-+--=--'--+--'-'--MA MA WATTS INSTALL 1 1/2" CONDUIT WITH PULLROPE TO TELEPHONE DROP POINT. e 38' 38' 1 I ). i I 2"C G) 19-1-70 30' SP-2-T 1 Tu~+-P-PB_P_O-ST-1---4-,_·7'·-, -c----1-----,i---1----+---2/1 0 PPB POST 4'-7" 2 25' 15' 250 e - - - SV-2-TB MAS -- INSTALL EVP CABLE TO END OF MAST ARM GENERAL NOTES: 1. 2. 4. 5. IBAFFIC SIGNAL AND HIGHWAY LIGHTING CONSIBUCTION SHALL CONFORM TO THIS PLAN, STATE OF CALIFORNIA STANDARD SPECIFICATIONS AND STANDARD PLANS (DA TED JULY 1992) AND THE SPECIAL PROVISIONS. 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. > e ALL CONDUIT INSTALLED BETWEEN ADJOINING PULLBOXES SHALL BE 2 1/2" UNLESS SHOWN OTHERWISE, AND SHALL HAVE 30" MIN. COVER. NEW PULLBOXES ARE #5 UNLESS SHOWN OTHERWISE. • CONTRACTOR SHALL EXERCISE EXTREME CARE TO AVOID DAMAGING EXISTING UTILITIES. ALLEY 12 I V3#6 (SERVICE) I I I I , I 1, #3 1 /2 ' ' I I \ -- --- 0 1A (10') -SP-1-T 1/2 1-"ec-+----+------!===f--==!-'-'-'==+-==+-=-® 19-1-70 30' SP-2-T 1 11-:'==c-+-==-+-==---j===f--==!-'-'-'==+-==+-=-® PPB POS 4'-7" 2/1 -- - 25' 15' 250 -- - TV-1 - SV-2-TB MAS -- 0 PPB POS' 4'-7" 2 ----- @ 19-4-70 30' SP-2-T 2 ll-,ac-+-=--t--==---!===f--==!-'-'-'==+-==+-=-0 PPB POST 4'-7" 1/2 25' 15' 250 --- SV-2-TB MAS - - (,o) 19-4-70 30' SP-1-T 2 25' 15' 250 SV-1 MAS 1 1 I \,ALLEY ~:c~~1 ~o;~~OP 1 , I ---·-,,,.-+-______ 11,l _________ t:=-o:::IJ=r--~-,J 2 1/2"C, 3#6 (SERVICE) In I , PP# 568813 1 1 V 1 90' r, EDISON SERVICE POINT A EXISTING C TO CURB '!'., PREP~RED UNDER 1H SUPERVISION OF t2/4-<,. k,,,-,;: • DATE tf,-7-"/4-REVISIONS DATE BY APP'D North O' -6' E~st/North -5' 2.5' East 2.5' 1 O' South/East South -4' -6' West/South -10' 2.5' - West 2.5' 1 O' West 3' -6' 15th Street North/West -J· 2.5' - East 15th Street AP ROVED TRAFFIC SIGNAL MODIFICATION PLAN 6. 7. UNDERGROUNDED SIGNAL CONDUCTORS SHALL NOT BE SPLICED. ALL SALVAGED MATERIALS AND EQUIPMENT SHALL BECOME THE PROPERTY OF THE CONIBACTOR EXCEPT AS NOTED (TYP.). ABI MO ARABI R.C.E. No. C42614 M Meyer, Mohaddes Associates, Inc. TRAFF! R.E. No. ENGINEER BALBOA BOULEVARD I ,72.045 8. SALVAGED TYPE 90 CONIBOLLER TO THE CITY. Traffic Engineering • Transportation Planning 1201 Dove Street, Suite 310 Newport Beach, CA 92260 Ph: 714 752-1616 Fax: 714 752-2550 DA TE s..lneJ.3. _Jf).,94_ DRAWN DESIGNED JTK AXM CHECKED DATE AXM 6-7-94 15TH STREET CITY OF NEWPORT BEACH T-5650-S PUBLIC WORKS DEPARTMENT SHEET 11 OF 15 , NB-15,DWG " . C o:'. ., . . a, "' I I , .. r , r ' C C " ., f r , C C " > ~ C' ~ ~ C ~ ~ t ~ ~ C X ro ~ ' z Q C 2 ~ 0 ~ . 0 " s "' a < " z '" h p C " 0 " ~ n 1; z I r, r □ ,I n 0 0 n n 0 u ~ 0 ID 0 ~ ' 2 6 ~ z 0 "' . " s "' ~ C " .z. "" C, > C " 0 ;;, > u ,. z 5 r " ~ B ti ~ ~ i1 a » ' ~ E zo < ill • a " -rn :o ~ s z "' Ii C n 0 " £'. > '--' " "' 0 I 0 II );;, :'2: z G) z C ~ m m JJ ) 0 JJ ~ z G) z C 7 ::,,. OJ m :u l.tL__ .. 0 ..... JJ ~ z ~ G) z C a s ~ m m JJ -· '1 0 JJ ~ z GJ z C :;: rn m JJ SCALE 1 ff = 1 oo' fl /17"' // )f \ 1 ~~ SCALE 1 ff = 1 oo· GENERAL NOTES: 1. TRAFFIC SIGNAL AND HIGHWAY SAFETY LIGHTING SYSTEMS PER CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS DATED JANUARY 1992, AS SHOWN HEREON AND IN THE SPECIAL PROVISIONS. 2. LOCATE ALL SUBSTRUCTURES PRIOR TO CONSTRUCTION. NOTIFY UNDERGROUND SERVICE ALERT AT (800) 642-2444, 48 HOURS PRIOR TO CONSTRUCTION. 3. OBTAIN APPROVAL FROM THE ENGINEER FOR EXACT EQUIPMENT LOCATION PRIOR TO FINAL PLACEMENT. 4. NEW PULLBOXES SHALL BE NO. 5, AND NEW CONDUIT 2-INCH RIGID METAL, EXCEPT AS SHOWN. PULILBOXES SHALL BE INSTALLED AT 200' MAXlMUM SPACING. 5. SPLICING OF TRAFFIC SIGNAL INTERCONNECT CABLE WILL NOT BE ALLOWED. 6. CONDUIT SHALL BE INSTALLED IN MIDDLE OF SIDEWALK, EXCEPT WHERE NOTED. PREPARED UNDER THE UPERVISION OF • k_ .,-4 " A TE t., -7 -'l 1-- ABI MO ARABI R.C.E. No. C42614 M,. Meyer, Mohaddes Associates, Inc. Traffic Engineering • Transportation Planning 1201 Dove Street, Suite 310 1 i REVISIONS I 2 c_, ~) ~ . ~" ~ ,{f' -~ G':: ~ "-~o.::,v-/ ~ ~-✓ "'~ /1/z 12 PAIR #19 INTERCONNECT "'\// ~ EXISTING 2" CONDUIT WITH ~ TO SIGNAL CONTROLLER AT ", NEWPORT BL. AND FINLEY AVE. \ '\, ''\ ~~ \, , 'V;/ __;_--( / CJ \,~ LOCATION D 8001 CONSTRUCTION NOTES: \~' INSTALL 2ff CONDUIT AND 6 PAIR #19 SHIELDED INTERCONNECT CABLE. SEE TYPICAL TRAFFIC SIGNAL INTERCONNECT INSTALLATION DETAIL. CONNECT INTERCONNECT CABLE TO EXISTING CONTROLLER AS DIRECTED BY ENGINEER. INSTALL 6 PAIR #19 INTERCONNECT CABLE IN EXISTING TRAFFIC SIGNAL CONDUIT. 4 INSTALL 6 PAIR #19 INTO COMMUNICATIONS CENTER AT CITY HALL, 3300 NEWPORT BOULEVARD. PROVIDE 12 PAIR PUNCH DOWN BLOCK. AP ROVED SIGNAL INTERCONNECT PLAN NEWPORT BOULEVARD AND 32ND STREET Newport Beach, CA 92260 oRAwN MAP oEsiGNE~xM c1Tv oF NEWPORT BEACH T-ss,o-s 1----+--+-----------t---t--,,--,cc==---l=c=----, CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 12 OF 15 Ph: (714) 752-1616 Fax: (714) 752-2550 AXM 6-7-94 IC-1.DWG 6-7-94 I ~ ...... .... ,., + " "I 0 JJ ~ z G) z C < [IJ m :0 0 JJ ~ z G1 z C s OJ m JJ 0 JJ ~ z GJ z C s: OJ m JJ /~ 2 I \ \ ~:( G7 ~--EXISTING 1.5"CONDUIT WITH \ 6 PAIR #19 INTIERCONNECT TO SIGNAL CONTROLLER AT PLACENTIA A VE. AND 15TH ST. I EXISTING 1.5'"CONDUIT WITH 6 PAIR #19 INTIERCONNECT TO SIGNAL CONTROLLER AT PLACENTIA AVE. AND \ 15TH ST. \ .s-t~ \ /"';7 --~)4)-- L / 1 ---J I/ EXISTING 1.5"CONDUIT WITH ~ ' '\ ''\,s,o& 6 PAIR #19 INTIERCONNECT TO SIGNAL / /i CONTROLLER AT SUPERIOR AVE. AND , t HOSPITAL RD. / f ~/ I ~! j/ ~~ tt1IJZ ~ ~ ,, ~ LOCATION A /4 1000' \ ~~ \ ~ \ (' // ( CB \ \ ) SCALE 1" = 100' SUPERIOR I GENERAL NOTES: -----,-- / [D LOCATION B 2200• 1. TRAFFIC SIGNAL AND HIGHWAY SAFETY LIGHTING SYSTEMS PER CAL TRANS STANDARD PLANS AND STANDARD SPECIFICATIONS DATED JANUARY 1992, AS SHOWN HEREON AND IN THE SPECIAL PROVISIONS. 2. LOCATE ALL SUBSTRUCTIURES PRIOR TO CONSTRUCTION. NOTIFY UNDERGROUND SERVICE ALERT AT (800) 642-2444, 48 HOURS PRIOR TO CONSTRUCTION. 3. OBTAIN APPROVAL FROM THE ENGINEER FOR EXACT EQUIPMENT LOCATION PRIOR TO FINAL PLACEMENT. 4. NEW PULLBOXES SHALL BE NO. 5, AND NEW CONDUIT 2-INCH RIGID METAL, EXCEPT AS SHOWN. PULLBOXES SHALL BE INSTALLED AT 200' MAXIMUM SPACING. 5. SPLICING OF TRAFFIC SIGNAL INTERCONNECT CABLE WILL NOT BE ALLOWED. 6. CONDUIT SHALL BE INSTALLED IN PARKWAY, EXCEPT WHERE NOTED. DATE BY ~7 ""'<<<:~~ f '~' ' "l oJ---@l Tel.l'f.H. REVISIONS ii: GENERAL SERVICES 592 SUPERIOR A VE. LOCATION B CONSTRUCTION NOTES: OJ [I] IT] 8J INSTALL 2" CONDUIT AND 6 PAIR #19 SHIELDED INTERCONNECT CABLE. SEE TYPICAL TRAFFIC SIGNAL INTERCONNECT INSTALLATION DETAIL. CONNECT INTERCONNECT CABLE TO EXISTING CONTROLLER AS DIRECTED BY ENGINEER. INSTALL 6 PAIR #19 INTERCONNECT CABLE IN EXISTING TRAFFIC SIGNAL CONDUIT. CONNECT 6 PAIR #19 INTERCONNECT TO T1 HUB AS DIRECTED BY ENGINEER. APP"D • }£!?Qj y~ ~ «: No. C042614 Q:! HJ a:: Exp 3 -l I-~ l-.::,, PREPJ\~El? UNDER THE SUPERVISION OF ~ n,.~k.,~I,,,., ·1 DATE t;,-7-,<1-.. ABI MOG ARABI R.C.E. No. C42614 .N\ Meyer, Mohaddes Associates, Inc. 1------11----+-----,--------t-----1 TRAFFIC ENGINEER ,/ ✓N!!J,?',NJ,.. (;.O,-.NJ;•<,t,'7" TD T£~. M.H. O,A/ J ,2 4 SIGNAL INTERCONNECT PLAN SUPERIOR AVENUE AND PLACENTIA AVENUE CfV\\.. OF Cf>.\..~ Traffic Engineering • Transportation Planning 1201 Dove Street, Suite 310 Newport Beach, CA 92260 Ph: (714) 752-1616 Fax: (714) 752-2550 /O;f/</ ~ N.,,,;,,, ,,.., . R.E. No. 0 S: f---'--'---'----,f----C-t=""'-''-=~------t------l DATE , le11e /.J, 1994 ' DRAWN MAP DESIGNE~,i CITY OF NEWPORT BEACH T-5650-S 1------11----+----------+-----1==:c----lt=;:---- CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET I" OF 15 AXM 6-7-94 ~ IC-2.DWG 6-7-94 I I I Cl le 0 Tl ~ z G) z C s rn m JJ "'~~---, ,-~ 2 Cl 5 0 JJ ~ z G) z C s [D m JJ POLICE 0 DEPT Tl HUB SEE SHEET 15 OJ [TI 13] I]] II] m INSTALL I 1/2" CONDUIT WITH 6 PAIR# i9 INTERCONNECT CRB:..E TO TRAFFIC SIGNAL CONTROLLER CABINET. INSTALL '1t3 I /2 PULL BOXES AT 200' MAXIMUM SPACING. SEE TYPICAL TRAFFIC SIGNAL INTERCONNECT INSTALLATION (SEE SPECIFICATION) INSTALL 25 PAIR #22 INTERCONNECT CABLE TO THE COMMUNICATION CENTER RT POLICE DEPARTMENT 870 SANTA BARBARA. 25 PAIR PUNCH DONN BLOCK (2 PR. FUSED) TO BE INSTALLED RT THE COMMUNICATION CENTER AND CONTROLLER CABINET. USE COLOR CODED HIRE INDEX FOR INSTALLATION. INSTRL.L l l/2" CONDUIT WITH G PAIR if 19 INTERCONNECT CABLE FROM CONTROLLER CABINET RT IRVINE I DOVER TO FIRE STATION COMMUNICATION ROOM AT 1348 IRVINE AVE. SEE TYPICRL TRAFFIC SIGNAL INTERCONNECT INSTALLATION. (SEE SPECIFICTIONSl REWIRE EXISTING INTERCONNECT RT THE EXISTING CONTROLLER CABINET TO MRTCH COLOR CODED WIRE INDEX. SUPPLY PUNCH DOWN BLOCK (2 PR. FUSED) IF NOT PROVIDED. REMOVE EXISTING INTERCONNECT AND· INSTALL 12 PAIR i 19 INTERCONNECT IN EXISTING CONDUIT. SEE TYPICAL TRAFFIC SIGNA~ INTERCONNECT INSTALLATION. (SEE SPECIFICATIONS) REMOVE EXIST1~G INTERCONNECT AND INSTALL 18 PAIR# 22 INTERCONNECT IN EXISTING CONDUIT. SEE TYPICAL TRAFFIC SIGNAL INTERCONNECT INSTALLATION. (SEE SPECIFICATIONS) ORANGE COUNTY AIRPORT TO BISON DOVER DR. TO .--------------------------------------- CONTROLLER --,.,...C..-- PPPROVED CABINET ,-• 1--Ul H Q ' , ' ' ' ' ' ' '. ' ' ' ' w' >' a: ' ' ~: H' >' "' ' ~, ' ' ' , 1iJL~bt-ftZIB-/4-:- rRRrrrc E~JGINEER R.E. NO. 221il45 DATE __,J.<:.!v::..c~.c.:L::......:2=4..:.1,__,_/~9.c..9..:..4 __ _ DESIGNED DR9HN RG LEOH CHECKED DATE June t994 1,./ ' LOCATION cc· 500' FIRE STATIOM r _ ':,_ :,.._ ~ ;.._';._',._ ::,~ ~~-'. .:,._,._~ ~- FIRE STAT!O~ DETA!l N.T.S. \ \ \ \ \ \ \ \ \ TRAFFIC SIGNAL INTERCONNECT ON DOVER DR. WESTCLIFF DR, BIRCH ST. JAMBOREE RD, UNIVERSITY DR CITY OF NEWPORT BERCH PWBLIC WORKS DEPRRTMENT T-5650-S SHEET J 4 Oc 15 I I 0 XI ~ z G1 z C :; OJ B:l ) ' □ ::0 ~ z G) -L C $ (lJ m JJ I I I 12 w w °' 0 ro ff ,.., ' ' ' . ' ' ' ' ' ' ' ' ' ' I I I TO SRN JORQUIN HIILS RD POLICE DEPARTMENT 870 SRNTA B.9REARA LOCATION H ~------- '~---------------------------------- SANTA EARBRRR TO SAN MIGUEL ffi. 1800' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' !,/ : u: ' ' ' ' ' ' ' ' o• ~ ' ):s : ff : ' ' ' ' ' CD ® G) ' , DRIVEWAY TO LIBRRRl U Ex rat, VAu~r ' ' , , , , ,,, ' ' ----+-------.,.,,-! 2 P'.± ' ' NEWF'alT EERGI CENTRAL LIBRARY 1000 AVOCADO • ' LOCRTlON BB r-:--EXIST. TEL VAULT N@'il'JE§ INSTRLL 1 112" CONDUIT WITH 6 PAIR# 19 INTERCONNECT. Wsf~rs~~ B606\;£;~~~ ~!)(. INSTALL 6PR. #19 INTERCONNECT IN 4" TEL. CONDUIT INSTALLATION TO TERMINATE IN THE COMMUNICATION CENTER. 12 PAIR PUNCH DOWN BLOCK (2 PR. FUSED) TO BE.PROVIDED. NOTE: IT SHALL BE THE REPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXACT LOCATION OF THE 4" CONDUIT AND THE REQUIRED DISTANCE TO THE LIBRARY. . EXIST. PlU BDX CONTRACTOR IS TO TAKE CARE NOT TO DISTURB 100 PAIR TELE. CABLE. SEE SHEET 14 [I] II] INSTALL 1 l/2" CONDUIT WITH 6 PAIR # !B INTERC~NNECT ,_ CABLE TO TRAFFIC SIGNR~ CONTROLLER CABINET. IN~TR~L v3 112 PULL BOXES RT 200' MAXIMUM SPACING. SEE TYPICAL TRAFFIC SIGNAL INTERCONNECT INSTALLATION (SEE SPECIFICATION) INSTALL 6 PAIR lf !9 INTERCONNECT CABLE TO COMMUNICATION CFNTER RT NEWPORT CENTER LIBRRRY RT 1000 AVOCADO. 12 PAIR PUNCH DOWN BLOCK (2 PR. FUSED) TO BE INSTALLED IN LIBRARY. INSTALL 25 PAIR # 22 INTERCONNECT CABLE TO THE cm1MUNICTION CENTER RT POLICE DEPARTMENT 870 SANTA BRRBRRR. 25 PAI'R PUNC; DONN BLOCK (2 PR. FlJSEDl TO BE INSTALLED RT THE CGMMUNICRTivN CENTER R~D USE COLOR CODED NIRE INDEX FOR INSTALLATION. INSTALL 1 112· CONDUIT WITH G PAIR # 19 INTERCONNECT CABLE FROM CONTROLLER CABINET RT IRVINE I DOVER TO FIRE STATIO~ COMMUNICATION ROOM RT 1348 IRVINE AVE. SEE TYPICK. lRRFF1C SIGNRL INTERCONNECT INSTALLATION. (SEE SPECIFICTIONS) REWIRE EXISTING INTERCONNECT RT THE EXISTING CONTROLLER CABINET TO MATCH COLOR CODED WIRE INDEX. SUPPLY PUNCH DOWN BLOCK (2 PR. FUSED) IF NOT PROVIDED. HJSTALL G PAIR ll 19 INTERCONNECT IN EXISTING CONDUIT, SEE TYPICAL TRAFFIC SIGNAL INTERCONNECT INSTALLATION. (SEE SPECIFICATIONS) I? I REMOVE EXISTING INTERCONNECT AND INSTALL 12 PAIR ll !9 . INTERCONNECT IN EXISTING CONDUIT. SEE TYPICAL TRAFFIC SIGNAL INTERCONNECT INSTALLATION. (SEE SPECIFICATIONS) 1o1 REMOVE EXISTING INTERCONNECT AND INSTALL !8 PAIR * 2~ , L!i INTERCONNECT IN EXISTING CONDUIT. SEE TYPICAL TRAFFI-SIGNA~ INTERCONNECT INSTALLATION. (SEE SPECIFICATIONS) N TRAFFIC SIGNAL INTERCONNECT ON NEWPORT CENTER DR, SAN .. JOAQUIN HILLS RD, SANTA , V\ ~ , r;j ,cc-,_, _, • .,, DESIGNED RC DRRSN LEON CI TY OF NEWPOIP/T !!El'ICI~ • .• / \ , ~ -~ , • • , --,:;-e~e"~P .. ~,-:::,,,,,-:-;:;0::-,,,,;;:;r.~--r;:,a-;;;,;,;:.:;;4-~ciiHi°"iEC~K'i="Ei'i"D--li□iFRiTTFE ___ I PUBLIC HORkS DEPRRTME~lT \ /..161tUl.llY BARBARA DR, AVOCADO AVE, SAN MIGUEL DR, SANTA ROSA DR, SANTA CRUZ DR. T-5650-S June 1994 SHEET 15 OF 15 ?Jr----, p :;;.: Cl :n ~ z G1 z C s: OJ m JJ I I