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T_5981_S
• CONDUCTOR SCHEDULE AWG CIRCUIT 01 3 3 3 3 3 02 3 04 3 3 3 J 05 3 3 06 3 . 3 3 08 3 3 3 02P 2 2 2 06P 2 2 2 #14 08P 2 2 02PPB I 06PPB l I I 08PPB I I 02BPB I I 06BPB I 1 08BPB PPB & BPB COMMON I I I I 1 SPAJ'-ES 3 3 3 3 3 TOTAL 19 26 31 14 6 ill 3 9 3 3 6 4 2 4 2 1 1 1 I I 3 9 59 CONSTRUCTION NOTES (FOR THIS SHEET ONLY): REMOVE EXJSTING CONTROLLER CABINET AND DELIVER TO REPUBLIC ELECTRIC, INC. AT 1266 N. LA LOMA CIRCLE, ANAHEIM, CA 92806. ALL PLUGABLES, INCLUDING THE 820A CONTROLLER, SHALL BE DELIVERED TO THE CITY OF NEWPORT BEACH. PROVIDE AND INSTALL A NEW TS-2 TYPE 2 TYPE "P" CABINET wrrn ECONOLITE ASC-3/2I00 CONTROLLER ON THE EXJSTING FOUND A T!OX THE CABINET SHALL INCLUDE ALL NEW PLUGABLES, OPTICOM RACK MOUNTED FOUR-CHA,'<NEL PHASE SELECTOR UNIT, AND ALL !,,flSCELLANEOUS AUXILIARY EQUIPMENT PER THE SPECIAL PROVJSJONS. THE CABINET SHALL BE INSTALLED SUCH THAT THE DOOR OPENS TOW ARD THE SIDEWALK. PROTECT-IN-PLACE TYPE Ill SERVICE EQUIPMENT ENCLOSURE. PROVIDE AND INSTALL NEW BATTERY BACKUP SYSTEM AS DETAILED IN THE SPECIAL PROVJSIONS. THE BATTERIES SHALL BE INSTALLED TN A SEP ARA TE CABINET BOLTED TO THE OUTSIDE OF T}IE NEW TYPE "P" CABINET. REPLACE OPTICOM DETECTORS WITH NEW 3M MODEL #722 DETECTORS USING PELCO ASTRO MINI-BRACKET OR EQUAL (DETAIL "A"), TWO NEW 752 PHASE SELECTORS, AND 3M 138 CABLE. SALVAGE THE EXJSTING OPTICOM MODEL #722 DETECTORS AND TWO 562 PHASE SELECTORS TO THE CITY OF NEWPORT BEACH. WELD ON TENON TO THE MAST-ARM AND INSTALL VEH!CLE INDICATION PER THE SPECIAL PROVJSIONS. REMOVE Ac'ID REPLACE NO. 5 PULL BOX LID. REPLACE NORTHBOUND FACING l.S.N.S PANEL (DOVE ST). REPLACE WESTBOUND FACING LS.N.S PANEL (CAMPUS DR). ABANDON EXJSTING LOOPS INSTALL NEW LOOPS AND PULLBOX INSTALL 2" CONDUIT AS SHOWN (100 FT) SCALE: 1 "=20' CAMPUS 0 ILLUM. ST. NAME SIGN 2 2 2 2 ~2"C, l2-PR #l91:CTO(NA!LST____ --- __ __;:::;t::::::::.:=============.::.::=::=.:.:====-=-======::::l --------,,~'--R/W , --,"-,-___________ _ I #12 TOTAL 2 2 2 2 -SIGNAL & SIGN COMMON I I I 1 I 3 - #10 LUMINAIRE 2 2 2 2 4 TOTAL 3 3 3 I 3 7 01 I I I DET. LOOP CABLE 02 04 1 I 5 I I 5 5 1 I 1 ------------1,', 0 - 2#16 05 06 5 5 5 08 2 TOTAL I 7 7 6 6 15 INTERCONNECT ';f,~R • I 2 2 2 INTERCONNECT Zif • E.V.P. CABLE I I 2 2 CONDUIT SIZE 2" 211 2½" 2-311 ■ REMOVE EXISTING CONDUCTORS AND INSTALL NEW THROUGHOUT, EXCEPT FOR INTERCONNET CABLE AS NOTED BELOW_ • THE INTERCONNECT (6 & 12 PAIRS) CABLE SHALL BE REMOVED FROM THE EXISTING CONDUIT RUNS AND REPULLED WITH THE NEW CONDUCTORS_ BPB = BICYCLE PUSH BUTTON GENERAL NOTES: ~(')1-02 COUNTY OF ORAi'IGE ------_CITY OENEWPORIJIBACH ~ -- 2-02·('\1----~,-------- \__) 345' TO LIMlT LINE ~ -~ 3-020 ~------ --- I. ALL WORK, MATERIAL AND EQUIPMENT SHALL BE FURNISHED BY THE CONTRACTOR AND CONFORM TO (1) THE SPECIAL PROVISIONS FOR THIS PROJECT, (2) THE TRAFFIC SlGNAL MODIFICATION PLANS FOR THIS PROJECT, (3) THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD PLANS AND STANDARD SPECIFICATIONS DATED MAY 2006, (4) THE "GREENBOOK" STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 2003 ED., AND (5) THE CITY OF NEWPORT BEACH DESIGN CRITERIA, STANDARD SPECIAL PROVISIONS & STANDARD DRAWINGS, 2004ED. DETAIL "B" 2. THE CONTRACTOR IS REQUIRED TO ASCERTAlN THE EXACT LOCATION OF UNDERGROUND FACILITIES PRIOR TO DOING WORK. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AV A!LABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEV A TION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. THE CONTRACTOR SHALL OBTA 1N ALL NECESSARY PEAAllTS AND NOTIFY ALL UTILITY COMPANIES A MINIMUM OF 48 HOURS PRIOR TO THE START OF CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALL PHASES OF THE CONSTRUCTION WITH THE VARIOUS UTILITY COMPANIES INVOLVED. 4. THE CITY SHALL APPROVE THE EXACT LOCATION OF ALL POLES, PULL BOXES, CONDUITS, DETECTOR LOOPS, AND CABINETS IN THE FIELD. 5. ALL PULL BOXES SHALL BE NO. 6 UNLESS OTHERWISE NOTED ON PLANS. 6. ALL SALVAGED MATERIAL AND EQUIPMENT SHALL BECOME THE PROPERTY OF THE CONTRACTOR, EXCEPT AS REQUESTED, SHALL BE SALVAGED TO THE CITY OF NEWPORT BEACH. 7. ALL TRAFFJC LOOPS, SIGNING, PAVEMENT MARKERS, AND STRIPING SHALL IlE COMPLETED PRIOR TO SJGNAL TURN ON. 8. THE CONTRACTOR SHALL NOTIFY THE CITY AT LEAST 48 HOURS IN ADVANCE OF THE ELECTRICAL WORK AND PRIOR TO REQUIRED INSPECTIONS. 9. ALL PEDESTRIAN AND BIKE BUTTONS SHALL BE REPLACED NEW WITH APPROVED A.D.A BUTTON ASSEMBLI ES, PER TIIE SPECIAL PROVJSIONS. ALL BUTTONS SHALL BE 40 INCHES ABOVE FINISHED GRADE. 10. INSTALL ALL NEW CONDUCTORS IN EXISTING CONDUITS. PRIOR TO INSTALLING NEW CONDUCTORS, EXISTING UNDERGROUND CONDUIT SHALL BE CLEANED WITH A CYLINDRICAL WIRE BRUSH, BLOWN OUT WITH COMPRESSED AIR, AND THEN MANDREL PULLED THROUGH. 11. ALL NEW CONDUITS SHALL BE PVC SCHEDULE 80 AT A MINJMUM DEPTH PER N.E.C. 2004. 12. SIGNAL SHALL REl\,IAIN IN OPERATION AT ALL TIMES, EXCEPT AS NOTED IN THE SPECIAL PROVISIONS. 13. THE CONTRACTOR SHALL FURNISH ALL MATERJALS AND EQUIPMENT REQUIRED. PLAN VIEW NOTTO SCALE \I - -- --------1-✓1--------'-------s ' -------s f.. 'V ..... R/W w w w 8 ell I I -I ' I I I I, I V' -I 5 , I I / 15' 15' ■ SENSOR SCHEDULE DETAIL "A" DETECTOR(OPTICOM MODEL 722) SENSOR PHASE DIAGRAM - - ◊ 0 MAST ARM MOUNTING CLAM.P (PELCO NO. AB-121"1 EMERGENCVVEHTCLE PRE-E!\irPTJON DETECTOR MAST ARM MOUNTING DETAIL SENSOR UNIT CHANNEL LOOP DETECTORS 1-05 2 • l-02 2 l • 2-02 2 • 3-02 4-02 3 2 5-02 4 1-01 2 • 1-06 5 l e 2-06 2 • 3-06 6 4-06 2 5-06 7 1-08 2 2-08 8 I * 1-04 2 SPARE ■ ~ SENSOR UNITS WILL BE RACK MOUNTED WITH INTEGRAL TIMING CAPABILTIY PER CHANNEL (CALL EXTENSION: 0-5 SECONDS MINIMUM, CALL DELAY: 0-30 SECONDS MINIMUM). SPECIAL DETECTOR OPERATlON SHALL BE AS NOTED: e ~ CALL EXTENSION * = CA.LL DELAY _) ~-------- NOT USED NOT USED j C::J DR {2" C, 3 DLC, 12-:~ #19 ICC -r_RIW ~ 1"C, 12-PR#J91CCTO i:==::t;i==.,,-====___,l{_::.!:======-==:::C/::a::=:::!: fd~iIRt:P:.:ORTWAY V ~ I '..\ ........... 05 ...., .._ io 08 0s\lr,,r,~--rv---,-----------=----1 I\ 1 1\ 1 5-06 = I I ----I I :",-, 1y-, ' ,~-~ I\ I I - I i'Y -1------@J ii / I \ / I\ / .., ' I ---_ I _ I 4-06 '-,~-v-, y-r;-;;i I\ I~ 0 2-06 345' TO LIMIT LINE ~ 1-06 I / \_; ~ \_1 . £r--7,('~LL=-=-1t:_-_-=-==-=-=-=-=-=-=-=-=-----~ _l_-0_1 _____ '.:2 ____ ,~ ,;' ____________________ _ , -L 05 < --i__fl_~t ,:,:-_-_-_,-r,,,--=------~-----":!...---~ -rl· ''"T ~ 02 EVP ~ -- f'al 2' I, 02 -• I N - COUNTY OF ORANGE -_-_----_o:ry--OFNEY{PO~R~T~B~E~,A~C~H,---__ ---~-- T :' ::, '. /ill IT} t-i-lvr-----------------1 02 ~. 04 00,~ J<( \'" :J ca s -... '?' 'I -- ------~~~~~-~~~~s~===~,-~-~---~~~~~-_--s------------s-w----w----'\-w----llT -----------·-------w \_SEE DETAIL "B" I _..,,,...-I 7 \"--..._'-I½" C, 6-PR #19 ICC TO BIRCH ST I'--- POLE DATA 1----~--~-------l SIGNAL No TYPE HEIGHT M.A. I I 26-4-70 45' 2 l 7B-2 70 20' 3) 26-4-70 45' 4 IA IO' 5) 15 6) IA IO' \.::. R/W >---w----w---w----w----w----w- /'o/,sA,,/fs J-3 -o r ,??~~--I ~ ty~d..J~ ■ POLE SCI-IEDULE H.P. SOD. VAP. SIGNAL MOUNTING PED PUSH BUTTON (R) POLE LOCATION M.A. WATTS YEH MA (R) ~~J PED PED PHASE BIKE PHASE A B 15' 250 !-MA~ 6 SV-3-T (N)l-MAS sr 1.:cs EXISTING EXISTING 12' 250 SV-2-T !-MAS SP-2-CS l-""-'1/ 6 I~ 6 • EXISTING EXISTING 15' 250 .,-MAS SV-1-T ,,,;;j.MAS SP I-CS 8 EXISTING EXISTING TV-2-T • SP-1-CS 2 8 • EXISTING EXJSTING 12' 250 SV-1-T 2 EXISTING EXJSTING TV-1-T SP-I-CS 2 e EXISTING EXJSTING TYPE "A" SIGN (DOUBLE FACE) I.S_N.S Dove St CamnusDr Dove St ... ... '::: ~ 0 ., Sal _J ■ PROTECT-IN-PLACE ALL POLES AND HARDWARE EXCEPT AS OTHERWISE SHOWN: (R) REPLACE WITH NEW ADA APPROVED PUSH BUTTON (9 TOTAL). • PPB WITH SPECIAL BICYCLE SIGN & TIMING gj (N) INSTALL WITH NEW HARDWARE Ai'ID VEHICLE INDICATION (SEE CONSTRUCTION NOTE 6)_ CIRCUITRY (SEE SPECIAL PROVISIONS & STD-914-L 6 A REPLACE 1.S.N.S PANELS PER SPECIAL PROVJSIONS. ;;! (Panel Qty: "Dove St'1 = 2 & ''Campus Dr"= 1) ~ ..---,,---,--------------~~--r----------r---------------"RE=F ... T._-,:,55'-9"'3-S""-'&.._.,T-""5"'6'-'17'-'-S""I w TRAFFIC SIGNAL ~ 1-----1---+---------+-----1 ~:Flu:-~ MODIFICATION PLAN i ~ R£N045521 CAMPUS DR AT DOVE ST "' D 'TE ..3-31-Ol) ~ 1--..J_--1---------------l.--+..'.'.'.":.:.'.'::===:;:::====::1---------------r-=,..,,,........,,...., .... -1;;; T-5981-S DATE BY DESCRJl'IJON APP'O. DESIONED DRAWN CITY OF NEWPORT BEACH 1---'---__j'----------------'--+:,=R;;;G~--+;,~sc=------t CHECKED DATE PUBLIC WORKS DEPAR1MENT BS 03/ l 7/2008 REVIS JONS SHEET 1 OF 4 • CONDUCTOR SCHEDULE AWG CIRCUIT A\ 12\ 13\ /4\ 15\ 02 -3 3 3 6 03 , 3 3 , 6 3 3 04 -3 3 -3 06 3 3 3 -3 02P 2 2 2 2 4 03P 2 2 2 2 4 06P -2 2 -2 02PPB 1 I 1 I 2 03PPB I I 1 I 2 06PPB -I 1 -I 02BPB I I I -1 #14 03BPB -I I -I 04BPB ---1 1 06BPB --1 -1 PPB & BPB COMMON I I 1 I 2 ILLUM. ST. NAME SIGN -2 2 2 4 SPARES 3 3 3 3 6 TOTAL 17 29 30 19 49 SIGNAL & SIGN COMMON 1 I 1 I 2 #10 LUMINAIRE 2 2 2 2 4 TOTAL 3 3 3 3 6 02 3 3 3 -3 DET. 03 I I I -- LOOP 04 2 2 --- CABLE . 06 ----3 2#16 TOTAL 3 4 4 2 9 INTERCONNECT• (12 PAIR) 1 I I -I E.V.P. CABLE -I 2 -2 CONDUIT SIZE 2" 2" 2½" 2½11 2-2½" ■ REMOVE EX ISTING CONDUCTORS AND INSTALL NEW THROUGHOUT, EXCEPT FOR INTERCONNET (6 PAIR) CABLE AS NOTED BELOW. CONSTRUCTION NOTES (FOR THIS SHEET ONLY): IT] PROVIDE AND INSTALL A NEW TS-2 TYPE 2 TYPE ''P" CABINET WITH ECONOLITE ASC-3/2100 CONTROLLER ON THE EXISTING FOUNDATION. THE CABINET SHALL INCLlIDE ALL NEW PLUGABLES. OPTICOM RACK MOUNTED FOUR-CHANNEL PHASE SELECTOR UNIT, AND ALL MISCELLANEOUS AUXILIARY EQUIPMENT PER THE SPECIAL PROVISIONS. PROVIDE AND INSTALL NEW TYPE II MODIFIED SERVICE ON THE NEW TYPE "P" CABINET PER CITY OF NEWPORT BEACH STD-910-L AND THE SPECIAL PROVISIONS. INSTALL NEW SERVICE CONDUIT PER DETAILS "C" AND "D". ABANDON THE EXISTING SERVICE CONDUIT IN THE FOUNDATION. RELOCATE EXISTING BATTERY BACKUP SYSTEM AND BATTERY CABINET TO THE NEW TYPE "P" CABINET PER THE SPECIAL PROVISIONS. PROVIDE AND INSTALL NEW OPTICOM DETECTORS WITH NEW 3M MODEL #722 DETECTORS USING PELCO ASTRO MINI-BRACKET OR EQUAL (DETAIL "A"), NEW 752 PHASE SELECTORS, AND 3M 138 CABLE. REMOVE AUTOSCOPE CCTV CAMERA, MOUNTING BRACKETS. AND CCTV CABLE AND SALVAGE TO THE CITY OF NEWPORT BEACH. TI-IE CCTV CABLE SHALL NOT BE REPULLED WITH THE NEW CONDUCTORS. INSTALL NEW 3" CONDUIT FROM FROM EXISTING #6 PULLBOX IN FRONT OF THE CABINET TO THE NEW TYPE TI MODIFIED SERVICE. REMOVE Ai'ID REPLACE PANEL OF P.C.C. SIDEWALK TO SCORELINES, APPROXIMATELY 40 S.F. SEE DETAIL "C". -OH!..--OIILr--OHL-Oi.lL--Q w w 0 0 [TELE] l'::'ll_l:1J o 3-061 I .-r ---,<___ R/W w DETAIL "A" DETECTOR (OPTICOM MODEL 722) h-lAST ARJvf MOUNTING CLAMP (PELCO NO. AB-121) EMERGENCY VEHICLE PRE-EMPTION DETECTOR MAST ARM MOUNTING DETAIL w "( R/W DETAIL "B" RED 0 YELLOW 0 .~ 0 GREEN SlMULTANEOLJSc: (B, GREEI'-i ARROW ~ SCALE: l "=20' 0 LR/\V ■ SENSOR SCHEDULE SENSOR SENSOR UNIT CHANNEL LOOr OE:.TECTORS 1 • 1-02 I 2 2-02 2 1 3-02 2 • 1-06 3 1 2-00 2 3-06 4 1 • 1-03 2 SPARE 5 l 1-04 2 2-04 6 l SPARE 2 SPARE ■ = SENSOR UNfTS WfLL BE RACK MOlJNTFn WITH INTEGRAL TIMING CAPABILITY PER CHANNEL (CALL EXTENSION: 0-5 SECONDS MINIMUM, CALL DELAY: 0-30 SECONDS MINTMUM). SPECIAL DETECTOR OPERATION SHALL BE AS NOTED: -... CALL EXTENSION * = CALL DELAY HOSPITAL 3-02 ------=-+, PHASE DIAGRAM ~-------1~ + NOT T I I USED I I ' + ¢ l ¢2 ¢3 NOT _J_ NOT USED USED ~----___.,_ ¢5 ¢6, ¢7 RD -OJ-!l-{J--OHL OHL 167' TO LIMIT LINE rv -w----w-+1--1'-----w-' -/ ~ ¢4 NOT USED ¢8 • THE INTERCONNECT (6 PAIR) CABLE SHALL BE REMOVED FROM THE EXISTING CONDUIT RUNS AND REPULLED WITH THE NEW CONDUCTORS. ---1 / -I 1-06 , _ )-{ 1 2' TO I ITLINE -C -I \ -A,_ DET r 06< I-~8t ft~ BPB; BICYCLE PUSH BUTTON GENERAL NOTES: I. ALL WORK, MATERIAL AND EQUIPMENT SHALL BE FURNISHED BY THE CONTRACTOR AND CONFORM TO(!) THE SPECIAL PROVISIONS FOR THIS PROJECT, (2) THE TRAFFIC SIGNAL MODIFICATION PLANS FOR THIS PROJECT, (3) THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STAi'-IDARD PLANS AND STANDARD SPECIFICATIONS DATED MAY 2006, (4) THE "GREENBOOK" STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 2003 EO., AND (5) THE CITY OF NEWPORT BEACH DESIGN CRITERIA, STANDARD SPECIAL PROVISIONS & STANDARD ORA WINGS, 2004 ED. 2. THE CONTRACTOR IS REQUIRED TO ASCERTAIN THE EXACT LOCATION OF UNDERGROUND FACILITIES PRIOR TO DOING WORK EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY COMPANIES A MINIMUM OF 48 HOURS PRIOR TO THE START OF CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALL PHASES OF TI-IE CONSTRUCTION WITH THE VARIOUS UTILITY COMPANIES INVOLVED. 4. THE CITY SHALL APPROVE THE EXACT LOCATION OF ALL POLES, PULL BOXES, CONDUITS, DETECTOR LOOPS, Ai'ID CABINETS IN THE FIELD. 5. ALL PULL BOXES SHALL BE NO. 6 UNLESS OTHERWISE NOTED ON PLANS. 6. ALL SAL VA GED MATERIAL AND EQUIPMENT SHALL BECOME THE PROPERTY OF THE CONTRACTOR, EXCEPT AS REQUESTED, SHALL BE SALVAGED TO THE CITY OF NEWPORT BEACH. 7. ALL TRAFFIC LOOPS, SIGNING, PAVEMENT MARKERS, AND STRIPING SHALL BE COMPLETED PRIOR TO SIGNAL Tllfu'I ON. 8. THE CONTRACTOR SHALL NOTIFY THE CITY AT LEAST 48 HOURS IN ADVANCE OF THE ELECTRICAL WORK AND PRIOR TO REQUIRED INSPECTIONS. 9. ALL PEDESTRIAN AND BIKE BUTTONS SHALL BE REPLACED NEW WITH APPROVED A.D.A BUTTON ASSEMBLIES. PER THE SPECIAL PROVISIONS. ALL BUTTONS SHALL BE 40 INCHES ABOVE FINISHED GRADE. 10. INSTALL ALL NEW CONDUCTORS IN EXISTING CONDUITS. PRIOR TO INSTALLING NEW CONDUCTORS, EXISTING UNDERGROUND CONDU)T SHALL BE CLEANED WITH A CYLINDRICAL \VIRE BRUSH, BLOWN OUT WITH COMPRESSED AIR, AND THEN MANDREL PULLED THROUGH. 11. ALL NEW CONDUITS SHALL BE PVC SCHEDULE 80 AT A MINIMUM DEPTH PER N.E.C. 2004. 12. SIGNAL SHALL REMAIN IN OPERATION AT ALL TIMES, EXCEPT AS NOTED IN THE SPECIAL PROVISIONS. 13. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND EQUIPMENT REQUIRED. DETAIL "C" PLANv1EW NOTTO SCALE i t R/W f--64" --I No.6 PULLBOX CURBFACE ~ SCORELINE(TYP) ...J-----l.~: 1s-'", / r ~'?LOCATED EXISTING BATTERY BACKUP SYSTEM I NEW TS-2 TYPE 2 TYPE "P" CABINET ON EXISTING fOUNDATION NEW TYPE II MODIFIED SERVICE RIPJ - □ FRONT CABINET VIEW NOTTO SCALE RELOCATED EXISTIN BATTERY BACKUP SYSTEM TO NEW CABINET 2-06 ~,~-\-½,-1 G----G ...... G,' / -- \ /-... \ \1 \ 1 -,-.:\ /- "C"&"D" DETAIL "D" NEW TS-2 TYPE "P" TRAFFIC SIGNAL CABINET a cA.Bl"NET oooR EXISTING FOUNDATION NEW TYPE II MODIFIED SERVICE er 1J,..11 ..,J,~«~'J I ,..-,,1 4, ,f' INS'F'At:t"3"''R:IGID ME,T,A6lil€"€0NDUIT TO.SERVICE* * CONDUlT SHALL BE STRAPPED winm,r 12" TO SERVICE METER BOX ~~;C_G'-----\::-\g,<-'rr-:-r.4--0---G----------- 02@17' N - G G "v-~ T T T G G G-T ~ T T T T T) -T 0 \ DE I 0 POLE DATA SIGNAL No TYPE HEIGHT M.A. I lQ-2-70 30' 25' 2 !A 10' 15 30' IA 10' 19-2-70 30' 30" IA IO' IS i'PB-30' ~'7" 8 IA IO" '----RJW •poLE SCHEDULE H.P. SOD. V AP. SIGNAL MOUNTING PED PUSH BUTTON MA. WATTS VEH MA PED iRJ PEDPHAS BIKE PHASE 12' 250 SV-1-T MAS SP-1-T 3 TV-1-T SP-1-T 2 4 • 12' 250 SV-1-T SP-2-T 2 TV-1-T 3 2 • 15' 250 SV-1-T l\,IAS SP--1-T 3 SV-l-T TV-1-T SP-1-T 6 3 • JS! ;) 6 TV-2-T SP-2-T 3 6 • 0 POLE LOCATION A B EXISTING £.'{]STING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING -llXIS!flN@·1 1 ·Ela!l'"FING ,l5° f EXTSTTNG EXTSTTNG TYPE "A" SIGN (DOUBLE FACE) I.S.N.S Placentia ---Hoag Drive "" g "I ~ "' <?. "' ~ i "' • "" ~ ~ ~ j.:'. g, 'J, 0 0 ;;,: ;z :s 0. __, ;2 0 ~ "-.. ;:i t:;; "' "' 0 "' L_. _ _..__ __ _,_ ____ _._ ___ _._ _ _J ___ _,.1.. __ ...J. __ L... __ _,.1.. ____ .L. ____ j_ ____ ...J. _____ J_ ________ ..J._--1\,1 __, No. 45521 Exp. 12-31-0 ■ PROTECT-IN-PLACE ALL POLES AND HARDWARE EXCEPT AS OTHERWISE NOTED: (R) REPLACE WITH NEW ADA APPROVED PUSH BUTTON (12 TOTAL). e PPB WITH SPECIAL BICYCLE SIGN & TIMING CIRCUITRY (SEE SPECIAL PROVISIONS & STD-914-L "' ;:, 0. g -,; ~ r---,----r----------------,,--..,...----------...--------------------lREF~:.,-,1.T-;;::S:.,S:!!86-~S a, TRAFFIC SIGNAL ~ MODIFICATION PLAN ~ ClTYTRAFF ~ R.E.N0:45521 PLACENTIA AVE-HOAG DWY AT ffi l--+--+------------1--+-::::DA;:TE====.3===-!:::3:;::/ =-=0=8======1~----.!.H!:O:;:.:S~P'-'l~T!,;A~L.!.R!::D~-=-..,,..,,..,,...,......,--1~ CITY OF NEWPORT BEACH T-5981-S l---'----'-----------------'----1--=--~I---""'----... PUBLIC WORKS DEPARTMENT SHEET 2 OF 4 DATE BY DESCRIPTION REVISIONS APP'D. DESIGN ED DRA\VN RG SC CHECKED DATE BS 03/17/2008 • ■ CONDUCTOR SCHEDULE CONSTRUCTION NOTES (FOR THIS SHEET ONLY): AWG CIRCUIT IA h /2\ /4\ ~ 16\ 17\ II] PROTECT-IN-PLACE 8-PHASE 820A CONTROLLER ASSEMBLY IN THE EXISTING TYPE "P" CABINET, ALL PLUGABLES , BICYCLE LOGIC BOX, ALL MISCELLANEOUS AUXILIARY EQIBPMENT, TYPE 11 MODIFIED SERVICE (Meter No. 53-92666), AND TELEPHONE SERVICE BOX 3 3 3 3 3 --01 02 3 3 - 03 6 6 3 -- 3 3 - 3 - 3 REPLACE OPTICOM DETECTORS WITH NEW 3M MODEL #722 DETECTORS USING PELCO ASTRO MINI-BRACKET OR EQUAL (DETAIL "A"), TWO NEW 752 PHASE SELECTORS, AND 3M 138 CABLE. SALVAGE THE EXISTING OPTICOM MODEL #721 DETECTORS AND TWO 562 PHASE SELECTORS TO THE CITY OF NEWPORT BEACH. 04 3 ' 3 j 05 3 ' -j --- --3 - 3 INSTALL BATTERY BACKUP SYSTEM PER PROJECT SPECIFICATION. THE BATTERIES SHALL BE INSTALLED IN A CABTI'lET BOLTED TO THE SIDE OF THE TYPE "P" CABINET ABOVE THE TELEPHONE SERVICE BOX 06 3 3 3 3 07 3 ' 3 j - 08 3 3 -- 02P 2 2 2 - #14 04P 2 2 2 2 06P 4 4 2 2 08P 2 2 -- 02PPB I I I - 04PPB I 1 I I 06PPB 2 2 I 1 08PPB 1 1 -- 02BPB I 1 I - 04BPB I 1 I I 06BPB I 1 -- 08BPB I 1 -- PPB & BPB CO!W,,ION 2 2 I I SPARES 6 6 3 3 TOTAL 54 54 30 20 #12 ILLUM. ST. NAME SIGN 2 2 2 2 SIGNAL & SIGN CO!W,,!ON I I I I #10 LUMINAIRE 2 2 2 2 TOTAL 3 3 3 3 01 I 1 -- 02 3 3 3 - 03 I I -- DET. LOOP 04 3 3 3 3 CABLE 05 I 1 I - 2#16 06 3 I -- 07 I I I 1 08 3 I -- TOTAL 16 12 8 4 EVP CABLE 4 4 3 2 CONDUIT SIZE 2-3" 2-3" 2½" 2½" ■ REMOVE EXISTING CONDUCTORS AND INSTALL NEW 11-IROUGHOUT BPB = BICYCLE PUSH BUTTON GENERAL NOTES: 3 -- --- -3 3 --- 2 -- 2 2 2 -2 2 --- I -- 1 I I -I I --- I -- -I I --- I I I 3 3 3 20 20 20 2 2 2 I I I 2 2 2 3 3 3 -1 1 --- --- 3 -- --- -I I I -- --- 4 2 2 2 I I 2½" 2½" 2½'1 r7 L-l 1-02 _) __ r .....,1 ____ ---< L JI 2-02 i I I I. ALL WORK, MATERIAL AND EQUIPMENT SHALL BE FURNISHED BY THE CONTRACTOR AND CONFORM TO (I) THE SPECIAL PROVISIONS FOR THIS PROJECT, (2) THE TRAFFIC SIGNAL MODIFICATION PLANS FOR THIS PROJECT, (3) THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD PLANS AND STANDARD SPECIFICATIONS DA TED MAY 2006, (4) THE "GREENBOOK" STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 2003 ED, AND (5) THE CITY OF NEWPORT BEACH DESIGN CRITERIA, STANDARD SPECIAL PROVISIONS & STANDARD DRAWINGS, 2004 ED. 2. THE CONTRACTOR IS REQUIRED TO ASCERTAIN THE EXACT LOCATION OF UNDERGROUND FACILITIES PRIOR TO DOING WORK. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY COMPANIES A MINIMUM OF 48 HOURS PRIOR TO TI·IE START OF CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALL PHASES OF THE CONSTRUCTION WITH THE VARIOUS UTILITY COMPANIES INVOLVED. 4. THE CITY SHALL APPROVE TIIE EXACT LOCATION OF ALL POLES, PULL BOXES, CONDUITS, DETECTOR LOOPS, AND CABINETS IN THE FIELD. 5. ALL PULL BOXES SHALL BE NO. 6 UNLESS OTHERWISE NOTED ON PLANS. 6. ALL SALVAGED MATERIAL AND EQUIPMENT SHALL BECOME THE PROPERTY OF THE CONTRACTOR, EXCEPT AS REQUESTED, SHALL BE SAJ!VAGED TO THE CITY OF NEWPORT BEACH. 7. ALL TRAFFIC LOOPS, SIGNTNG, PAVEMENT MARKERS, AND STRIPING SHALL BE COMPLETED PRIOR TO SIGNAL TURN ON. 8. THE CONTRACTOR SHALL NOTIFY THE CITY AT LEAST 48 HOURS IN ADVANCE OF THE ELECTRICAL WORK AND PRIOR TO REQUIRED INSPECTIONS. 9. ALL PEDESTRIAN AND BIKE BUTTONS SHALL BE REPLACED NEW WITH APPROVED AD.A BUTTON ASSEMBLIES, PER THE SPECIAL PROVISIONS. ALL BUTTONS SHALL BE 40 INCHES ABOVE FINISHED GRADE. I 0. INSTALL ALL NEW CONDUCTORS IN EXISTING CONDUITS. PRIOR TO INST ALLING NEW CONDUCTORS, EXISTING UNDERGROUND CONDUIT SHALL BE CLEANED WITH A CYLINDRICAL WIRE BRUSH, BLOWN OUT WITH COMPRESSED AlR, AND THEN MANDREL PULLED THROUGH . 285' TO LIMIT LINE :>-- 0 ... \I 0 "' 0 N 0 N ,_ __________ ------------------ -~ 1 1/z" C/2-DLC EXISTING 1 1/2" C/ 2-DLC / / ~-r 11. ALL NEW CONDUITS SHALL BE PVC SCHEDULE 80 AT A MINIMUM DEPTH OF 36 INCHES, UNLESS OTHERWISE APPROVED TELEPHONE SERVICE ,-, VAULT ________,7 T 12. SIGNAL SHALL REMAIN IN OPERATION AT ALL TIMES, EXCEPT AS NOTED m THE SPECIAL PROVISIONS. 13. THE CONTRACTOR SHALL FURi'lISH ALL MATERIALS AND EQmPMENT REQUIRED. L....J 1-04 ' lw I I~ I I 1.-, I E-I ~ :;: I ~ I .-l 0 I I ~I I I I "'1 I I y I I 42• I 32' >-r 14' 12' 1 ' I I 12' '--3• .,., 00 N I I I . 43' 33' , 14' I ,.------~ I 1 · I ii I LJ I LJ I 1-¢8 2-¢8 ! ! ! DETAIL "A" DETECTOR (OPTICOM MODEL 722) MAST ARM MOIDITING CLAMP (PEL CO NO. AB-121) EMERGENCY VEHICLE PRE-EMPTION DETECTOR MAST ARM MOUNTING DETAIL SCALE: 1 "=20' ■ SENSOR SCHEDULE SENSOR SENSOR UNIT CI·L\NNEL LOOP DETECTORS I I 3-02 2 1-05 2 I 3-06 2 1-01 3 I 'J-04 2 1-07 4 I 3-08 2 1-03 5 I • 1-02 2 • 2-02 G I • 1-04 2 • 2-04 7 l • l-06 2 • 2-06 8 I • 1-08 2 • 2-08 ■ ~ SENSOR UNITS WILL BE RACK MOUNTED WITH INTEGRAL TIMING CAPADI UTY PER CHANNEL (CALL EXTENSION: 0-5 SECONDS MINIMUM, CALL DELAY 0-30 SECONDS MINU\,!UM). SPECIAL DETECTOR OPERATION SHALL BEAS NOTEDc e ~ CALL EXTENSION • ~CALLDEIAY PHASE DIAGRAM ( + j ~ I I I I ....------~ ' 01 02 03 04 _) ~----~ ~ 1 + I I I I + 05 06 07 08 1 1/2"c/ 3#8 SERVJCE VON KARMAN AVE EDISON VAULT SERVICE POINT ,,( /' N <O ~ 0 N C:J----- 1 ! ; '.---:--\-11, L __ ..,.; ;1 I EK,ST. TRAFFIC / SIGNAL EASEMENT 2 --------------------------~==- 0 0 st-"' y_}.\ __ --~--\-,"-C-/-2--D-L-C-------~~~~----~ 1 1/2" C/ 3 #8 SERVICE •poLE SCHEDULE -------------------------- EXISTING 1 1/2" C/ 2-Dl.C No. POLE DATA TYPE HEIGHT SIGNAL M.A. H.P. SODVAP. SIGNAL MOUNTING M.A. WATTS VEH MA PED PED PUSH BUTTON \K, POLE LOCATION TYPE "A" SIGN (R BIKE PHASJK· (DOUBLE FACE) PED PHASE A B I.S.N.S TELE. SERVICE lAJ 24--4-70 JO' 35' 15' 250 SV-2-TB 2-MAS SP-2-T 8 2 8 • Birch -· ·- ® 19-4-70 30' 35' 12' 250 SV-2-TB 2-MAS SP-2-T 2 4 2 • Von Kannan -- © 244-70 30' 35' 15' 250 SV-2-TB 2-MAS SP-2-T 4 6 4 • Birch ---- @ 19-4-70 30' 30' 12' 250 SV-2-TB 2-MAS SP-2-T 6 8 6 • Von Kannan . -- u ■ PROTECT-IN-PLACE ALL POLES AND HARDWARE EXCEPT AS OTHERWISE NOTED: (R) REPLACE WITH NEW ADA APPROVED PUSH BUTTON (12 TOTAL). e PPB WITH SPECIAL BICYCLE SIGN & TIMING :::l CIRCillTRY (SEE SPECIAL PROVISIONS & STD-914-L) ! ~ REF. T-5771-S & T-5617-S ~ .---,---,--------------r---r-·--------.------------....., ...... """"'~-~='4!;j •✓. ~ TRAFFIC SIGNAL I t----t--+----------+----1~~;.?N;a; MODIFICATION PLAN ~ 9805308V No. 45521 Exp. 12-31-08 R.E.N04'52I VON KARMAN AVE AT BIRCH STREET ~ DATE ._1-8/-0 ::, CJVI\., DATE BY DESCRIPTION APP-0. 1--+--+-------------f--~~=====;r=~===l---------------r-=--==,..,.....,,.,-lii; DESJ~~ED ORA;;' CITY OF NEWPORT BEACH T-5981-S ---~--~-------------~---+-------+------1 CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 3 OF 4 BS 03/17/2008 REVISIONS • CONDUCTOR SCHEDULE 01 3 I 3 6 6 6 02 3 3 3 3 3 03 3 3 6 04 3 3 3 3 J 05 06 3 3 3 07 3 3 3 3 3 08 3 3 3 3 6 02P 2 2 2 2 2 04P 2 2 4 4 4 #14 06P 2 2 2 08P 2 02PPB I I I I I 04PPB I I 2 2 2 06PPB I I I 08PPB I 02BPB I I I I I 04BPB I I I 06BPB 08BPB PPB & BPB COMMON I I I I I SPARES 3 3 3 3 3 TOTAL 26 26 42 42 51 lLLUM. ST. NAME SIGN 2 2 2 2 2 #12 TOTAL 2 2 2 2 2 SIGNAL & SIGN COMMON I #10 Det. Loop Cable 2#16 LUMINAIRE TOTAL 01 02 03 04 05 06 07 08 TOTAL INTERCONNECT 1,/W • INTERCONNECT :r,i-• I I I 2 I 3 I I I 2 3 2 2 2 2 2 2 I I I I I 5 6 6 E.V.P. Cable I I I 1 I 3 3 1 2 3 CONDUIT SIZE 211 2½11 2½11 311 3" 2" ■ REMOVE EXISTING CONDUCTORS AND INSTALL NEW THROUGHOUT, EXCEPT FOR INTERCONNET CABLE AS NOTED BELOW. • THE INTERCONNECT (6 & 12 PAIRS) CABLE SHALL BE REMOVED FROM THE EXISTING CONDUIT RUNS AND REPULLED WITH THE NEW CONDUCTORS. BPB = BICYCLE PUSH BUTTON GENERAL NOTES: 6 3 3 6 6 3 3 3 6 3 3 6 3 3 6 6 2 2 4 4 4 2 2 4 I I 2 2 2 2 2 I 1 2 I I I I I I I I 2 3 3 6 25 25 81 2 2 4 2 2 4 I I 2 2 I I 4 I 2 I I I 2 I 3 I 2 2 2 3 3 13 1 I I I 1 I 2 2½" 2½" 2-3" I. ALL WORK, MATERIAL AND EQUIPMENT SHALL BE FURNISHED BY THE CONTRACTOR AND CONFORM TO(!) THE SPECIAL PROVISIONS FOR THIS PROJECT, (2) THE TRAFFIC SIGNAL MODIFICATION PLANS FOR THIS PROJECT, (3) THE STATE OF CALIFORJ\'IA, DEPARTMENT OF TRANSPORTATION, STANDARD PLANS AND STANDARD SPECIFICATJONS DATED l\,IA Y 2006, (4) THE "GREENBOOK" STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 2003 ED., AND (5) THE CITY OF NEWPORT BEACH DESIGN CRITERIA, STANDARD SPECIAL PROVISIONS & STANDARD DRAWINGS, 2004 ED. 2. THE CONTRACTOR IS REQUIRED TO ASCERTAIN THE EXACT LOCATION OF UNDERGROUND FACILITIES PRIOR TO DOING WORK. EXISTING UNDERGROUND lITILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY COMPANIES A MINIMUM OF 48 HOURS PRIOR TO THE START OF CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALL PH.I\SES OF THE CONSTRUCTION WITH THE VARIOUS UTILITY COMPANIES INVOLVED. 4. THE CITY SHALL APPROVE THE EXACT LOCATION OF ALL POLES, PULL BOXES, CONDUITS, DETECTOR LOOPS, AND CABINETS IN THE FIELD. POTHOLE MAST ARM POLE LOCATIONS. 5. ALL PULL BOXES SHALL BE NO. 6 UNLESS OTHERWISE NOTED ON PLANS. 6. ALL SALVAGED MATERIAL AND EQUIPMENT SHALL BECOME THE PROPERTY OF THE CONTRACTOR, EXCEPT AS REQUESTED, SHALL BE SALVAGED TO THE CITY OF NEWPORT BEACH. 7. ALL TRAFFIC LOOPS, SIGNING, PAVEMENT MARKERS, AND STRIPING SHALL BE COMPLETED PRIOR TO SIGNAL TURN ON. 8. THE CONTRACTOR SHALL NOTIFY THE CITY AT LEAST 48 HOURS IN ADVANCE OF THE ELECTRICAL WORK AND PRIOR TO REQUIRED INSPECTIONS. 9. ALL PEDESTRLI\N AND BIKE BUTTONS SHALL BE REPLACED NEW WITH APPROVED AD.A BUTTON ASSEMBLIES, PER THE SPECIAL PROVISIONS. ALL BUTTONS SHALL BE 40 INCHES ABOVE FINISHED GRADE. 10. INSTALL ALL NEW CONDUCTORS IN EXISTING CONDUITS. PRIOR TO INSTALLING NEW CONDUCTORS, EXISTING UNDERGROUND CONDUIT SHA.LL BE CLEANED WITH A CYLINDRICAL WIRE BRUSH, BLOWN OUT WITH COMPRESSED AIR, AND THEN MANDREL PULLED THROUGH. IL ALL NEW CONDUITS SHALL BE PVC SCHEDULE 80 AT A MINIMUM DEPTH PER N.E.C. 2004. 12. SIGNAL SHALL REMAIN IN OPERATION AT ALL TIMES, EXCEPT AS NOTED IN THE SPECIAL PROVISIONS. 13. ALL EXISTING AND NEW POLES, HARDWARE, SIGNAL HEADS, A.ND VISORS SHALL BE COATED WHITE. SEE SPECIAL PROVISIONS. 14. ALL VEHICLE HEADS SHALL BE 12". 15. ALL PEDESTRIAN HEADS TO BE L.E.D. COUNTDOW)II MODULES. IT] 0 III 12] CONSTRUCTION NOTES (FOR TI-IlS SHEET ONLY): REMOVE EXISTING CONTROLLER CABINET. ALL PLUGABLES, INCLUDING THE 820 CONTROLLER, SHALL BE DELIVERED TO THE CITY OF NEWPORT BEACH. PROVJDE AND INSTALL A NEW ECONOLITE ASC-3/2100 CONTROLLER ASSEMBLY IN A NEW TS-2 TYPE 2 TYPE "P" CABINET THE CABINET SHALL INCLUDE ALL NEW PLUGABLES, OPTICOM RACK MOUNTED FOUR-CHANNEL PHASE SELECTOR UNIT, AND ALL l\,llSCELLANEOUS AUXILIARY EQUIPMENT PER THE SPECIAL PROVISIONS. DOWEL INTO EXISTING FOUNDATION AND CONSTRUCT NEW RAISED FOUNDATION 18" ABOVE EXISTING FINISHED FOUNDATION GRADE PER DETAIL "B". EXTEND EXISTING CONDUIT AS NECESSARY. A I" SCREENED DRAIN PIPE SH.I\LL BE PROVIDED FOR DRAINAGE. PROVIDE A.ND INSTALL NEW TYPE II MODIFIED SERVICE ON THE NEW TYPE "P" CABINET PER CITY OF NEWPORT BEACH STD-910-L AND THE SPECW. PROVISIONS. PROVIDE AND INSTALL NEW BATTERY BACKUP SYSTEM ON THE LEFT SIDE OF THE NEW TYPE "P" CABINET AS DETAILED IN THE SPECIAL PROVISIONS. PROVIDE AND INSTALL OPTICOM DETECTORS WITH NEW 3M MODEL #722 DETECTORS USING PELCO ASTRO MINI-BRACKET OR EQUAL (DETAIL "A"), TWO NEW 752 PHASE SELECTORS, AND 3M 138 CABLE. REPLACE PULL BOX TO FINISHED GRADE. INSTALL NEW 4' HIGH PEDESTRIAN PUSH BUTTON POLE AND ADA PUSH BUTTON ASSEMBLY FOR PHASES 4 AND 6. THE POLE SHALL BE INSTALLED WITHIN 5'0FMARKEDCROSSWALKLINE. THE POLES A.ND BUTTON ASSEMBLIES SHALL BE COATED WHITE. ADJUST HEIGID PER CA.LTRANS STANDARD PLAN ES-7A. REMOVE AND REPLACE CURB ACCESS RAMP PER CITY OF NEWPORT BEACH SID-181-L-A/B/CID. MODIFY CURB ACCESS RAMP TO ADD TRUNCATED DOME PA VERS TO EXISTING CURB RAMPS PER CITY OF NEWPORT BEACH SID-181-L-CID. INSTALL R73-2 & SR39A SIGNS FACING NORTHBOUND TRAFFIC. I I \.....______ s .....___ -- s s '1l ------....____ I , I L _ -02 --- I I I I i-,-+1.;05 ) -.. ·11 ------....____ ---------~.---....,~::::--:-J.o;~Sl -~/-' ~-j M. / ( I ----------- DETAIL "B" / NEW RAISED FOUNDATION & EXTEND CONDUIT CONCRETE 3250 PSI ~ ls· r--7 I I I / ( I / ,, I ,,-' / / / I I YI #4 REBAR/EPOXY PINNING TO EXISTING FOUNDATION I / / I I I I VEXISTING FOUNDATION I ) L _______ ...J/ 1-04 ---_............ _.....' ' I I I / '----". '/\.. '-'- RS HH - '--~ - SD 2-0 -s I \ 4 04 \ \ 5 HH \ \ 1-07 I /-.. I I l I ~; \ I \ I. \ -4--s \ 07 RS PF 4 I s I I I /-.. I I ,,,.,,,. -2-"'~~, I I I ) "' \ <ll 0 \ \ 05 P HH RS HH REMOVE AND SALVAGE EXISTING SIGNAL HEADS, HARDWARE, A.ND PEDESTRIAN BUTTONS IRS! ONL y FROM THE EXISTING DUAL STREET LIGHT POLE. IRS! REMOVE AND SALVAGE EXISTING POLE, SIGNAL HEADS, HARDW A.RE A.ND PEDESTRIAN \ \ \ PF BUTTONS TO THE CITY OF NEWPORT BEACH. IRLI RELOCATE POLE LOCATION. SEE POLE SCHEDULE FOR NEW EQUIPMENT INSTALLATIONS. NEWPORT CENTER DR. V I DETAIL "A" DETECTOR(OPTICOM MODEL 7Z2) MAST ARM MOlJNTil'JG CLAMP(PELCONO. AB·l21) EMERGENCY VEHICLE PRE-EMPTION DETECTOR MAST ARM MOUNTfNG DETAlL SCALE: l "=20' I 2 3 4 r -----;------ .,-"V' -1 I 3-06 // / I / I I \ I "' "' ■ SENSOR SCHEDULE !>ENSOR SENSUH. UNIT CHAN~EL LOOP DETEGfOR8 I I • 1-02 2 2-02 2 SPARE 2 1-05 3 1 • 1-06 2 2-06 4 I • 3-06 2 1-01 5 1 • 1-04 2 2-04 6 SPARE 2 1-07 7 1 • 1-08 2 2-08 8 1-03 2 SPARE ■ ~ SENSOR UNITS WILL BE RACK MOUNTED Willi INTEGRAL TIMING CAPABILITY PER CHANNEL (CALL EXTENSION 0-5 SECONDS MINIMUM, CALL DELAY: 0-30 SECONDS MINIMUM). SPECIAL DETECTOR OPERATION SHALL BE AS NOTED: e = CALL EXTENSION • =CALLDELAY ::i---: PHASE DIAGRAM ( ~ + j I I I I __..__ ____ _...,. + 0 1 02 03 04 _J ___.___ ____ _.._ ~ 1 + I I I I -+ 05 06 07 08 f --_,_ ---y" ...._,,, .,-..... / I I I I -I r I /-.. I Y I I 2-0~ I I as...-.. / / ' ( s ' ,.\ <;IS' I 1-01 s POLE DATA - s as as- - s-s - SP s * POLE SCHEDULE H.P. SOD. V AP. SIGNAL MOUNTING PED PUSH BUTTON POLE LOCATION 1------~-----< SIGNAL (R) (R) No TYPE HEIGHT M.A. M.A. WATTS VER MA PED PEDPHASE BIKEPHASE A B TYPE "A" SIGN (DOUBLE FACE) I.S.N.S 'td"C I 23-3-100 35' SV-2-TA 2-MAS SP-I-CS *8 t:7 'l' }( , 7~• 12pr # 9 ICC ~~j...:.IA~(E~)~ __ l~O:_' --+--=--+-=--t--....:.._--l-..'.T_:V:.'.-l:.'.-T-+_:_-J.:S:'.P:.'.-I~-C::S.J__:=~6::::::....-J..__:=!=:8=-_:•+.....;E~XI~S~T~IN~G~_E::_X~IS'._:T~IN~G~.j_ ___ ....:_ ___ --! 18-3-100 30' SV-2-TA 2-MAS SP-I.CS 2 JS' K 3' Newport Center -(8ft) Newport Center (W) • (8ft) 1 4 IA IRU 10' TV-2-T SP-I.CS 8 2 • 7' 2' 5 6 \ \ ' I I Ci) \.\ 27-3-100 40' sv+r 2-MAS SP-I.CS 4 SP-J-CS 2 4 19-3-100 30' 250 SV-1-T 2-MAS SP-I.CS 6 IA (E) 10' TV-1-T SP-I.CS 4 6 * ALL EQUIPMENT NEW EXCEPT AS OTH.ERWISE SHOWN (E) EXISTING OR IRLIRELOCATE. ALL NEW AND EXISTING POLES, HARDWARE, SIGNAL HEADS, AND VISORS SHALL BE COATED WHITE PER SPECIAL PROVISIONS. (E) PROTECT-IN-PLACE, THE EXISTING POLE LOCATION. (R) REPLACE WITH NEW ADA APPROVED PUSH BUTTON (ADJUST rn,rGm PER CALTRANS PLAN ES-7A). CITYTRA IC ER • • 15' 2.5' Newport Center· (8ft) EXISTING EXISTING 14' 2.5' Newport Center (E) • (8ft) EXISTING EXISTING 0 • PPB WITH SPECIAL BICYCLE SIGN & TIMING ~ CIRCUITRY (SEE SPECIAL PROVISIONS & STD-914-L) ~ REF. T-5060-S & T-5405-S TRAFFIC SIGNAL MODIFICATION PLAN ~ ~ ; ~ % R.E.N0 45521 NEWPORT CENTER DR.AT ~ l--+-+---------+---+~DA~TE~=-~/6::::;-r=0~8======1---!.:!N.=:E~W!!.!P~O~R~T!...C~E!,!N..!..TE!=!R~D~R!.:.. J:;EA~S~T-~W~E~S~T~--1~ DESI~~D ORA~~ CITY OF NEWPORT BEACH T-5981-S t--~--~-------------......... --+-=-'""----+-=---1 CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 4 OF 4 BS 03/17/2008 DATE BY DESCRIPTION .APP'D. REVISIONS