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HomeMy WebLinkAboutT_5771_SCONDUCTOR TABLE I I DETECTOR SCHEDULE I AVOCADO AVENUE POLE STANDARD LUMINAIRE I.S.N.S. LEGEND ·SCHEDULE SIGNAL MOUNTING PPB 1 BPB # 14 CIRCUIT 01 (ASSIGN TO 06) 02 (ASSIGN TO ¢5) ¢4 ¢5 ¢6 ¢3 ¢5 PED & PPB(OLD ¢2) 04 PED 06 PED 05 BPB (OLD ¢2) ~4 PPB & BPB 06 PPB & BPB ¢8 PED & PPB(OLD ¢3) ¢8 PED (OLD ~:!l~D ¢3) ISNS PPB & BPB COMMON SPARES TOTALS ¢3 DETECTOR DLC ¢4 DETECTOR ¢5 DETECTOR TYPE ¢6 DETECTOR 8 ¢7 DETECTOR 08 DETECTOR # 10 TOTAL CABLES LUMINAIRE SIGNAL COMMON TOTAL 3 3 3 2 2 2 3 21 2 3 2 3 I 3 #20 EVP CABLE e I 1 3 3 3 3 3 3 3 2 2 2 2 2 3 2 3 3 28 21 2 3 3 6 3 2 2 3 3 3 3 3 3 3 6 3 2 4 2 3 2 3 2 2 2 6 53 2 3 3 1 3 13 4 2 6 SENSOR UNIT CHANN 1 " 1 2 • 3 4 1 " 2 2 • 3 4 1 " 3 2 • 3 4 1 & 4 2 • 3 Ill 4 DETECTORS * * * * * * * * * * 1-,05 1-¢5 2-¢5 3-¢5 1-¢6 1-¢6 2-¢6 3-¢6 1-,04 1-¢4 2-¢4 1-¢7 1-¢8 1-¢8 2-08 1-03 SENSOR UNITS ARE RACI< MOUNTED WITH INTEGRAL TIMING CAPABILITY PER CHANNEL (CALL HOLD: 1-5 SEC. MIN., CALL DELAY: 0-30 SEC. MIN.) SPECIAL DETECTOR OPERATIN IS: a CALL HOLD e SYSTEM SAMPLING -NO OUTPUT TO PHASE. Ill CALL DELAY * REASSIGN PHASES SAN MIGUEL DRIVE I 1 1/2" C/1-DLC -..._.J l l , 4' X 10' 1-¢4 r--::i r--_i ' I N I CM o. I X I "" f'. I ;,.; I I 11 II II II 11 II 11 II 11 II 11 II 11 II 11 II 11 II 11 II 1,\ :\ CONDUIT SIZE (EXIST.) I 2" 12 112"1 2· I 2-3"1 -------------1. BPB = BICYCLE PUSH BUTTON 2. INSTALL EVP CABLE TO EXISTING CIRCUITS. 3. e INSTALL NEW CIRCUIT. [D-- [II- ~ [I}- @]- []]- [Il- l]}- ~ [ill- I -- CONSTRUCTION NOTES TRAFFIC SIGNAL AND HIGHWAY LIGHTING CONSTRUCTION SHALL CONFORM TO STATE OF CALIFORNIA STANDARD SPECIFICATIONS SECTION 86 AND STANDARD PLANS DATED JULY 1992 AND THE SPECIAL PROVISIONS. CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TP PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR THE INTENDED OPERATION. UNLESS SHOWN OTHERWISE, INDUCTIVE LOOPS ARE 6' X 6' WITH 10' SPACING IN THE DIRECTION OF TRAVEL. ALL CONDUIT IS 2" UNLESS SHOWN OTHERWISE. ALL PULLBOXES ARE #5 UNLESS SHOWN OTHERWISE. PEDESTRIAN INDICATIONS ARE TYPE "c". ALL VEHICLE INDICATIONS ARE 12". EXISTING 8 PHASE (TO OPERATE AS 6 PHASE) MULTISONICS 820 SYSTEM CONTROLLER ASSEMBLY COMPLETE WITH DETECTION AS SHOWN, INTEGRAL TIME BASE COORDINATION, COORDINATION TELEMETRY AND OTHER MISCELLANEOUS EQUIPMENT, IN A TYPE "p" CABINET WITH MODIFIED TYPE II SERVICE. INSTALL OPTICOM DETECTOR MODEL AS SHOWN MOUNTED ON TOP OF SIGNAL HEAD ABOVE BACl<PLA TE FOR PHASE INDICATED. CONTRACTOR SHALL HAVE CONTROLLER MANUFACTURER'S REPRESENTATIVE (IDC) MODIFY THE CABINET TO PROVIDE THE INTENDED OPERATION. ~ ORt, ~ ~ , = g,;~ Call: TOLL F'REE /M 1-800 \\\\'rr 422-4133 "--0 V.ORKIN¢ DAYS BEFORE YOU DIG I l G) CITY OF NEWPORT BEACH 17' THIS PLAN IS SIGNED BY THE CITY OF NEWPORT 8£ACH FOR CONCEPT AND ADHERENCE TO C/lY STANDARDS AND REQUIREMENTS ONLY. THE C/lY IS NOT RESPON- SIBLE FOR DESIGN ASSUMPnONS AND ACCURACY. APPROVED G/irµ cfJJ~ /.n..___ 5•2.7-98 PUBLIC WORKS DEPT. DATE APPROVED_~~~~~----~~ UTILITIES DEPT. DATE No. TYPE HEIGHT SIG,M.A. LUM.M.A. METAL HALIDE VEHICLE PED PHASE QUAD REMARKS ' ' " II I ' I I 0 19-2-70 30' 0 1-A 10' 0 19-4-70 30' 0 1-A 10' ® 19-2-70 30' 15 30' 0 26-4-70 30' ® 1-A 10' 30' (N) 30' 30' (N) 40' 15' 250 W 15' 250 W 15' 250 W 15' 175 W 15' 250 W San Miguel (R) Avocado San Miguel (R) Avocado MAS MAS PV(R) (R) SV-1-T SP-1-CS MAS MAS (N) TV-1 SP-1-CS SV-1-T SP-1-CS TV-1 SP-1-CS MAS MAS PV(R) (R) SV-1-T SP-1-CS SV-1-T SP-1-CS MAS MAS SV-1-T SP 1 CS (N) -- TV-1 SP-1-CS 1. EQUIPMENT IS EXISTING EXCEPT WHERE SHOWN: (N)=NEW, (R)=RELOCATE EXISTING. 2. RELOCATE (2 ea) 3-SECTION PV ARROW HEADS FROM POLES 3, 7. REPROGRAM HEADS. 3. NEW MAST ARMS FOR POLES 1 & 5 SHALL BE POWDER COATED WHITE SEE SPEc'S. 4 THE CONTRACTOR SHALL MEASURE THE BOLT PATTERN AND MOUNTING PLATE ANGLE PRIOR TO ORDERING REPLACEMENT MAST ARMS. - EDISON SERVICE POINT VAULT #5191206 2" C/3#6 SERVICE -- _ _,__ __ 1 1/2" C/1-DLC ,r l PHASE DIAGRAM I 1 2 3 -/5 4/5 4/- 6/4 6/- 8/6 8/- 5/8 , 1111 -I i 44, \ 54 5, 1111 I I I -NOT USED NOT USED I I I I I I ' \ I I I I I I I I I 1111 1111 1111 1111 1111 1111 1111 A \\ II II II II II II II II II -I I I ' I I O ~ I I >--' I I . >- I I g :a I I N :J I I ' ' '11 II I\ \\ \\ \\ \\ \ \ 5 * _) ...---►- * SPLIT PHASE OPERATION wa~ il~IP~ \Yr A TRAFFIC ENGINEERING, INC. 1----+---+--------+----I TRAFFIC AND TRA.NSPORTATION ENGINEERING 7 8 STOP ::::t A DESIGNED 23421 SOUTH POINTE DR SUITE 190 LAGUNA HILIS, CA 92653 (949)460-0110 r---r--r--------------r--i-,.==--s_o_M_M_E_R_s __ --1 CHECKED 1----+---+---------------+-----1 DRAWN DATE BY DESCRIPTION APP. RLM WESTON~JR RCE 16828 ' DATE REVISIONS DATE 5/98 -/N E/N E/- S/E S/- W/S W/- N/W REPLACE MAST ARM-SEE NOTE 2 REPLACE M.A. TIP SIGNAL HEAD REPLACE MAST ARM-SEE NOTE 2 REPLACE M.A. TIP SIGNAL HEAD Traffic Signal Modification SAN MIGUEL & AVOCADO CITY OF NEWPORT BEACH T-577/-5 PUBLIC WORK DEPARTMENT SHEET / OF 3 ""-c ::;: Ill m JJ 0 I z G) z C ~ [[J m :n 0 JJ ~ z G1 "-' cu > ro ::E CONDUCTOR TABLE I I DETECTOR SCHEDULE I RUNS I :=I ====s===E;::::::Ns;:::;:o::;:::R:::::::::;:::I ====::::::::::::=========: A\IAl&l&l~l&l~I~ UNIT ICHANN DETECTORS CIRCUIT 1 1-(82 ,01 ---- 02 3 3 3 3 ¢3 3 3 3 3 ¢4 ---- ,05 3 3 3 3 ¢6 -- -- ¢2 PED 2 2 2 2 ,04 PED ---- # 06 PED -- -2 ,02 PPB & BPB 1 1 1 1 14 ,03 BPB 1 1 1 1 ,04 PPB & BPB ---- ,06 PPB & BPB --1 2 I.S.N.S. 2 2 2 2 PPB/BPB COMMON 1 1 1 1 SPARES 3 3 3 3 TOTALS 19 19 20 23 ,01 DETECTOR -2 2 2 1112 DETECTOR - - /!!3 DETECTOR 3 3 3 3 ,04 DETECTOR ---- DLC ¢5 DETECTOR - - -- /!!6 DETECTOR --3 3 SPARE /!!3 1 1 1 1 TOTAL CABLES 4 6 9 9 # LUMINAIRE 2 2 2 2 SIGNAL COMMON 1 1 1 1 10 TOTAL 3 3 3 3 j I 12PR.#19 SIC I - I - I - I ! 3#20 I OPTICOM CABLE ¢2 & ¢6 I 2 ! 2 ! 2 I 2 3 3 3 3 3 3 6 6 --3 3 3 3 3 3 --3 3 --3 3 2 2 4 4 2 2 2 2 --2 2 2 2 3 3 --1 1 1 1 2 2 --2 2 2 2 4 4 1 1 2 2 3 3 6 6 22 22 49 49 - -2 2 2 3 3 3 --3 3 - -2 3 -1 1 1 --3 3 --1 1 2 4 15 16 2 2 4 4 1 1 2 2 3 3 6 6 I - I 2 1 2 I • 1 2 1-(82 .. 3 2-(82 4 3-(82 1 1-(85 2 2 1-,06 • 3 1-,06 .. 4 2-(86 1 3-,06 3 2 NOT USED 3 1-¢4 .. 4 2-¢4 1 3-,04 4 2 1-03 .. 3 2-¢3 4 3-03 * EXISTING RACK MOUNT WITH INTERGRAL TIMING CAPABILITY PER CHANNEL (CALL HOLD -0-7 ¾ SEC. CALL DELAY 0-31 SEC.) SPECIAL DETECTOR OPERATION • SYSTEM SAMPLING -NO OUTPUT TO PHASE " CALL HOLD EXIST. 1 "C/ 1-DLC --, EXIST. C/ 3#8 SERVICE --- EXIST. R1 I CONDUIT SIZE (EXIST.) I 2 1/z"! 2 1(2"! 2 ½"I 3" 3" 12-2" I 3-2" 12-3" I 0 <O ALL CONDUCTORS AND CABLES ARE EXISTING. E EXIST. 1 ½ "C/6PR.#19 1.C. TO BISON AVE. PHASE _j -_Jr --+---- PHASE 1 +5 PHASE 2+5 SEQUENCE --+------+---- 0 R r --+---- PHASE 1 +6 PHASE 2+6 DIAGRAM t ) I ~ I t' PHASE 3 PHASE 4 SPLIT PHASES .!)J!il!..£1.if/ f ......... . = , Call: TOLL FREE 1-800 422-4133 ffl WORKING MYS BEfORf YOU OIQ SCALE: 1" = 20' CITY OF NEWPORT BEACH THIS PLAN IS SIGNED BY THE: CITY OF NEWPORT BE:ACH FOR CONCEPT AND ADHE:RE:NCE: TO CITY STANDARDS AND RE:QUIR£M£NTS ONLY. TH£ CIIY IS NOT RESPON- SIBLE: FOR DESIGN ASSUMPTIONS AND ACCURACY. APPROVED /JJ,P-r.J.l?'tfe!-tmr,,L S-21-98 PUBLIC WORKS DEPT. DATE APPROVED_'"""'=""'"==-----.,,..,,,,,-ur1LmES DEPT. DATE DETAIL "A" (EXIST. 4-SECTION HEAD) I I \ \ \ \ I \ I \ \ \ \ \ \ \ \ \ \ \ \ \ \ . . . POLE SCHEDULE STANDARD LUMINAIRE R.S.N.S. SIGNAL MOUNTING PED PUSH BTN No. TYPE HEIGHT SIG.M.A. LUM.M.A. HPSV LEGEND VEHICLE PED PPB/BPB QUAD REMARKS (1) XVIIA 35'-9" 20' 15' 250 W Jamboree Rd -MAS SV-1-TfN~ SP-1-T 6/_ E / ,-SV-1-T ¢4 MOUNT AT 17'± SV-2-T N (i) PPB 4• -7" -16 -;E POST --------BPB ONLY @ 26A-4-70 35' 50' 15' 250 W * (a) MAS MAS SV-1-T SP-1-T LT MAS(N) (N) -- 0 1-A 1 o· ------TV-2-T -2;3 w/s ® XVIIA 351-911 20' 15' 250 W Jamboree Rd -MAS SV-1-T SP-1-T 2;_ w I -(N) ® 1-A 1 o· ------TV-2-T SP-1-T 4/2 N/w 0 26A-4-70 35' 45' 15' 250 W *(b) MAS MAS SV-2-T SP-2-T 4/_ s;_ REPLACE I.S.N.S. SIGN PANELS LT MAS(N) SEE LEGEND * (b) (8) PPB 41 -7" 6/4 E/N POST ------ -- 1. ALL EQUIPMENT IS EXISTING EXCEPT WHERE SHOWN OTHERWISE: (N) = NEW, (R) = RELOCATE EXISTING 2. * (a) -University (FSBT) University -(FNBT) * (b) Eastbluff N -(FSBT) -Eastbluff N (FNBT) 3. REPLACE ALL 12" RED BALL AND ARROW FACES WITH RED LED TYPE SEE SPECIAL PROVISIONS \ I I -.\--:,,-EXIST. 1 ½ " C/ 1-DLC N 0 <O 0 ,.._ CJJ 'f- ________ _._ ______________________ _ 1 . 2. 3. NOTES ALL WORK, MATERIAL AND EQUIPMENT SHALL CONFORM TO THE TRAFFIC SIGNAL AND HIGHWAY SAFETY LIGHTING SYSTEMS PER CALTRANS STANDARD PLANS AND SPECIFICATIONS DATED JULY 1992, AS SHOWN HEREON AND IN THE SPECIAL PROVISIONS. ALL SALVAGED MATERIALS AND EQUIPMENT SHALL BECOME THE PROPERTY OF THE CONTRACTOR EXCEPT AS NOTED. REUSE EXISTING EQUIPMENT UNLESS SHOWN OTHERWISE. CONTROLLER MODIFICATIONS ARE NOT REQUIRED. EXIST. 8-PHASE MULTISONICS 820 SYSTEM CONTROLLER ASSEMBLY IN A TYPE "p" CABINET WITH 16 DETECTOR CHANNELS AS SHOWN, BICYCLE TIMING LOGIC, TELEMETRY AND OPTICOM. 17 : EXIST. TYPE II SERVICE. REMOVE AND SALAVAGE 8" SIGNAL HEADS AND MOUNTINGS. INSTALL NEW 12" HEADS. WELD STANDARD SIZE MAST-ARM TENON TO ARMS AND POLES @ & (2) REPLACE I.S.N.S. SIGN PANELS ON TYPE "A" DOUBLE FACE SIGNS. ~ ½r A TRAffIC ENGINEERrNG\ rNC. t--t---+-----+----1 ' Traffic Signal Modification TRAFFIC AND TRANSPORTATION ENGINEERING DESIGNED SOMMERS Jamboree Rd. and CHECKED Eastbluff Dr. / University Dr. 23421 SOUTH POINTE DR. SUITE 190 LAGUNA Hll.LS, CA 92653 {714)460-0110 r--t---i--------------+---k=--==~==---1 4t44/2~✓ WE~ S. PRIN'1fi: ~ RCE 16828 DRAWN P.JK T-577/-S APP. CITY OF NEWPORT BEACH DATE 5/98 PUBLIC WORK DEPARTMENT SHEET 2 OF 3 0.-& f-'.D:::..A::..:TE:..1-:::BY.'.....l ___ ~DE::::S~C~Rl.:._PT'.'.:IO:'.'..N:,_ ___ _L~!:.:_..j-□,;rr---~ REVISIONS ' m : :n • ' 0 ' ;-,{ :fj '" < ::u z rn \; C cl z C s OJ m JJ ~~---~ u i :,: 0 5 ~ " D " " 0 u ~ 0 w ~ ' 2 B ~ " ro m . " 0 ' 'n ~ " ~ " .m " ,, C ~ 0 " z ;: 0 I z (j') z C $'. (D m JJ 0 JJ ~ z Ci) CONDUCTOR TABLE CIRCUIT I RUNS I 3 3 3 3 3 3 3 6 6 3 3 3 3 3 I DETECTOR SCHEDULE SENSOR UNIT CHANN DETECTORS 1 2 2 1 BIRCH 17 I _J I I I POLE 1--~--S::..;T-'--'ANc.:.:D::.;.,A.;;_;R=-D ---~ LUM I NAI RE No. TYPE HEIGHT SIG.M.A LUM.M.A. HPSV 0 24-4-70 30' 35' 15' 250 W ® 9-4-7( 30' 35' 12' 250 W I.S.N.S. LEGEND Von Karman Birch SCHEDULE SIGNAL MOUNTING PPB BPB VEHICLE PED PHASE ARROW REMARKS MAS MAS SV-2-TB SP-2-T • • 2/8 ~ MAS MAS SV-2-TB SP-2-T • • 4/2 ~ 2 3 3 3 3 3 3 3 3 1 2 1-,07 II -~-~------1---il-~:...._~,AII 11\L------'----'--© 24-4-70 30' 35' 15' 250 W Von Karman MAS MAS • SV-2-TB SP-2-T • 6/4 ~ # 14 3 3 3 3 3 3 3 3 3 3 3 3 2 2 2 2 2 2 2 2 6 PED 4 4 2 2 2 2 2 8 PED 2 2 2 2 1 1 1 6 PPB 2 2 1 1 1 1 1 1 PPB COMMON 2 2 1 1 1 1 1 ----+----+----11---i--+-----1-----1----' SPARES 6 6 3 3 3 3 3 TOTALS 50 50 28 19 19 19 19 ,01 DETECTOR ___ -+-1---+_1---11--~+----+------f-1'------l--'--1 -I 4 5 6 7 8 1 2 1 2 1 2 1 2 1 2 3-08 1-03 II 1-%2 A 2-%2 A 1-04 A, 2-04 A, 1-06 A, * ALL DETECTOR UNITS ARE EXISTING RACK MOUNTED WITH DUAL CHANNELS, AND DUAL OUTPUT PER CHANNEL WITH INTEGRAL COLORGATED EXTENSION AND DELAY CAPABILITY. OUTPUT "A" DLC TYPE B ,02 DETECTOR 3 3 3 ----+----+----11---1--+----1---1---' _03 DETECTOR ___ -+-'-1---+-----'1---ll---+----+------f---1-----1 4 DETECTOR 3 3 3 3 3 ----+----+----ll---i--+-----1-----1----' ,05 DETECTOR ___ -+-'-1---+-----'1---11-1-+----+------f---l-----l IS TIMED. OUTPUT "B" IS PRESENCE MODE FOR SYSTEM SAMPLING AND VEHICLE COUNTS ONLY. DETECTORS DO NOT EXTEND ON RED. A EXTENSION 11 REASSIGN TO PHASE SHOWN FOR PROTECTED LEFT TURN OPERA llON. # 10 ,06 DETECTOR 3 1 - - - 1 1 _07 DETECTOR----+-,---+-1---11-1-t---,-1---+-1---f-_-1-_---1 ,08 DETECTOR ___ _,_-'-3___._1---11----1---_,__-__,_-_1-------1 TO T Al CABLES====::=1::::6:::::::;:::::::12::::::,:;:::::8;:=;:=:;::4 =::==;:4:::::l::::2:::::;:::::2;=: LU MIN AIRE 2 2 2 2 2 2 2 SIGNAL COMMON 1 1 1 1 1 1 1 ----+----+----11---1--+----1---1---' TOTAL 3 3 3 3 3 3 3 3 #20 EVP CABLE I 4 I 4 I 3 I 2 I 2 I 1 I 1 ! =====;:::======:::=:::::==:;:::::::::::;::==:;:=:::::: #12 I.S.N.S. I 2 I 2 I 2 I 2 ! 2 ! 2 I 2 ! CONDUIT SIZ;;;.E ___ .;I 2;;;.-...;3;;.."..i.I.;;;2_-;;;.3'__.' l.;2_1;'-'2~"..:l 2;;..1.,_/"-2 '..:'12::......1/"-2 ·..,,· l.=2 .... 1;c.a2 .... "c=l2_1;'-'2__,"I VON KARMAN 1. REMOVE EXISTING CONDUCTORS AND INSTALL NEW THROUGHOUT EXCEPT AS AUTHORIZED BY THE ENGINEER. 2. REUSE DLC, EVP, AND I.C. CABLES. 1. 2. 3. GENERAL NOTES TRAFFIC SIGNAL AND HIGHWAY LIGHTING CONSTRUCTION SHALL CONFORM TO THIS PLAN, STATE OF CALIFORNIA STANDARD SPECIFICATIONS AND STANDARD PLANS DATED 1992 AND THE SPECIAL PROVISIONS. CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SH ALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR THE INTENDED OPERATION. EXISTING CONDUIT BETWEEN ADJOINING PULLBOXES IS 2 1/2" UNLESS SHOWN OTHERWISE. 4. EXISTING PULLBOXES ARE #5 UNLESS SHOWN OTHER'MSE. 5. CONTRACTOR SHALL EXERCISE EXTREME CARE TO AVOID DAMAGING EXISTING UTILITIES. 6. 7. B. UNDERGROUND SIGNAL CONDUCTORS SHALL NOT BE SPLICED. ALL SALVAGED MATERIALS & EQUIPMENT SHALL BECOME THE PROPERTY OF THE CONTRACTOR EXCEPT AS NOTED. EXISTING LOOP DETECTORS ARE 6' X 6' WITH 10' SPACING IN THE DIRECTION OF TRAVEL. CONSTRUCTION NOTES [JJ--EXISTING 8 PHASE MULTISONICS MODEL 820A CONTROLLER ASSEMBLY COMPLETE IN A TYPE "p" CABINET 'MTH DETECTION AS SHOWN, "OPTICOM" EMERGENCY VEHICLE EQUIPMENT, BICYCLE TIMING LOGIC AND MISCELLANEOUS AUXILIARY EQUIPMENT PROVIDING THE INTENDED OPERATION. INSTALL FIELD WIRING AND ASSIGN PROTECTED LEFT TURN PHASING. 11}-EXISTING MODIFIED TYPE II SERVICE WITH 50 AMP. BREAKER FOR SIGNAL, 30 AMP. BREAKER FOR LUMINAIRE (UNMETERED), 15 AMP. BREAKER FOR I.S.N.S. AND 15 AMP. SPARE BREAKER PER CITY OF NEWPORT BEACH STANDARD PLAN 911-L. W--REMOVE AND SALVAGE SV-2-T MOUNTINGS AND 3-8" HEADS. @J-RELOCATE 02 EVP. @J--REPLACE ALL EXISTING 12" RED BALL INDICATIONS WITH 12" RED LED. EXISTING 1 1/2" 2-DLC / / . I::<'. I _, I~ I X ~ in I~ I I 42' A I' ·-1 32' ! CITY OF NEWPORT BEACH THIS PLAN IS SIGNED BY TH£ CfTY OF NEWPORT BEACH FOR CONCEPT AND ADH£R£NC£ TO CfTY STANDARDS AND R£QUIR£M£NTS ONLY. TH£ CfTY IS NOT R£SPON- A:::0::: D~;;:;:;CURA;:27-98 PUBLICWORKS DEPT. DATE TWO WORKING DAYS BEFORE YOU DIG APPROVED ___________ _ lJT!LrrlES DEPT. DATE ::<'. ...J ~ I X 0 f- in cc ~ 43' 33' I 14' I I '\1-of'ESS1 $, PR/ No. 1682 EXP. 6/30 ® 9-4-7( 30' 30' 12' 250 W Birch MAS MAS • SV-2-TB SP-2-- ■ 8/6 ~ 1. ■ INSTALL NEW SIGNAL HEAD(S) AND MOUNTINGS. OTHER EQUIPMENT IS EXISTING TO REMAIN. 2. ALL NEW SIGNAL HEADS SHALL BE 3 X 12". NEW RED BALL AND RED ARROW INDICATIONS SHALL BE LED EXCEPT PV HEADS. 3. NEW MAS LEFT TURN HEADS ARE PROGRAMMED VISIBILITY TYPE. 1 1/2" C/ 3#8 SERVICE ~ EDISON VAULT -----------------,----------------------! \ ~ SER/CE POINT ' PHASE DIAGRAM 1 2 3 r 5 6 7 __) ..,.___ _ ___., 9805308V 1~ \VrA TRAff!C ENGINEERING, INC. f----+----+---------1------1 1RAFFIC AND TRANSPORTATION ENGINEERING DESIGNED 23421 SOUTH POINTE DR. SUITE 190 LAGUNA Hlll.S, CA 92653 (949)460-0llO 1--t--+-------------+---l-cc~~-S=-O=M_::_M~E::_R~S:__--1 CHECKED l--t---+--------------1----1 DATE BY DESCRIPTION APP. l--t---+--------------1----IDRAWN RLM WESTONS~Gw'. RCE 16828 REVISIONS. DATE 5/98 \ I/ 11 I Traffic Signal Modification VON KARMAN & BIRCH CITY OF NEWPORT BEACH 7-577/-S PUBLIC WORK DEPARTMENT SHEET 3 OF 3 I j • ~ Cl '" z z C ~ (D m . JJ 0 JJ ~ z G) z C ~ (D m JJ "'------' 0 JJ ~ z GJ