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HomeMy WebLinkAboutT_5935_S11 CONDUCTOR SCHEDULE AWG CIRCUIT /1\ /2\ A\ /4\ A\ 1'>1 3 3 3 -3 1'>2 ----3 1'>4 3 3 3 3 6 1'>6 3 3 3 -3 1'>8 --3 -3 l'l2P --2 -2 l'l6P 2 2 2 2 4 l'l8P 2 2 2 -2 l'l2PPB --1 -1 l'l6PPB 1 1 1 1 2 l'l8PPB 1 1 1 -1 #14 l'l2BPB --1 -1 l'l4BPB ----1 l'l6BPB ---1 1 l'l8BPB 1 1 1 -1 PPB & BPB COMMON 1 1 1 1 2 SPARES 3 3 3 3 6 TOTAL 20 20 27 11 42 ILLUM. ST. NAME SIGN --2 2 4 #12 TOTAL --2 2 4 SIGNAL & SIGN COMMON 1 1 1 1 2 #10 LUMINAIRE 2 2 2 2 4 TOTAL 3 3 3 3 6 l'l 1 ---1 1 Det. 1'>2 2 2 ---Loop 1'>4 ----2 CONSTRUCTION NOTES: ~ PROVIDE AND INSTALL A NEW 8-PHASE IDC 820A CONTROLLER IN A NEW TYPE "R" CABINET AND AN ADDITIONAL SHELF ON NEW FOUNDATION AT EXISTING LOCATION. CABINET TO INCLUDE ALL NEW PLUGABLES AND ALL MISCELLANEOUS AUXILIARY EQUIPMENT PER THE SPECIAL PROVISIONS. lij INSTALL NEW TYPE II MODIFIED SERVICE ON THE NEW CONTROLLER CABINET PER CITY OF NEWPORT BEACH STD-910-L AND PER THE SPECIAL PROVISIONS. (l] INSTALL NEW BATTERY BACKUP SYSTEM AS DETAILED IN THE SPECIFICATIONS. BAffiRIES SHALL BE INSTALLED INSIDE NEW TYPE "R" CABINET ON AN ADDITIONAL SHELF. Ii] REPLACE OPTICOM DETECTORS WITH NEW 3M #722 DETECTORS USING PELCO ASTRO MINI-BRACKET OR EQUAL (DETAIL "A"), TWO NEW 752 PHASE SELECTORS, AND 3M 138 CABLE. EXISTING DETECTORS AND PHASE SELECTORS SHALL BE SALVAGED TO THE CITY. &] INSTALL NEW 3" CONDUIT AND PULLBOXES FROM EDISON SERVICE POINT TO NEW TYPE II MODIFIED SERVICE. APPROXIMATE DISTANCE (125') CONDUIT SHALL HAVE A PULL ROPE FOR EDISON TO INSTALL SERVICE CONDUCTORS. CONTRACTOR SHALL COORDINATE WITH THE CITY AND EDISON FOR SERVICE PRIOR TO SIGNAL TURN-ON. INSTALL NEW R3-18 (30"x30") SIGN. INSTALL NEW R3-4 (30"x30") SIGN. INSTALL TWO NEW R9-3A (18"x18") SIGNS BACK TO BACK (FOUR SIGNS TOTAL). REMOVE AND REPLACE PANEL OF P.C.C. SIDEWALK, APPROXIMATELY .S.F. SEE DETAIL "B". ALL SAW CUTS SHALL BE TO SCORE LINES. ~ I 1 ol REMOVE OLD FEEDER WIRES FROM OLD SERVICE TO EXISTING "R" CABINET. REMOVE OLD SERVICE FROM POLE (COMPLETE). (iii INSTALL NEW No. 6 PULL BOX. ' I)' I ;;, I I '121 REMOVE AND INSTALL NEW CURB ACCESS RAMP PER CITY STD 181-L-A/B/C/D (11/2005 REVISION), INCLUDING DETECTABLE WARNING SURFACE. !,31 REMOVE AND RELOCATE TWO PULL BOXES AND CONDUIT OUTSIDE OF ACCESS RAMP LIMITS. ~ A 1141 INSTALL NEW No. 5 PULL BOX.~ BALBOA ..J I --' I D _,,___ I D SERVICE POINT SEE DETAIL "C" 'fJ;. R/:~ CX) I{) N N SCALE: R/W~ EXIST. 1½"C. , 12 0 I ' DETAIL OJI A OJI ETECTOR ( OP TI COM MODEL 722) ASTARM MOUNTING CLAMP (PELCO NO. AB-121) EMERGENCY VEHICLE PRE-EMPTION DETECTOR MASTARM MOUNTING DETAIL 1-1'>4 j ___ -,./', -,, --/ I (/) 20· : 1 o· \ 12· \ I 12-¢4 / -v-I \ I :-~ :~ I ✓-v-I I I -"'~- V, V, 20· L r L Cable 1'>6 2 2 ---t--+-~~====ir-===---1,1_ #18 1'>8 --- TOTAL --2 E.V.P. Cable --1 CONDUIT SIZE 2" 2" 3" Iii REMOVE EXISTING CONDUCTORS AND INSTALL NEW THROUGHOUT BPB ~ BICYCLE PUSH BUTTON GENERAL NOTES: 1 1 4 8 -2 3" 2-3" 1-2" 1. ALL WORK, MATERIAL AND EQUIPMENT SHALL BE FURNISHED BY THE CONTRACTOR AND CONFORM TO (1) THE SPECIAL PROVISIONS FOR THIS PROJECT, (2) THE TRAFFIC SIGNAL MODIFICATION PLANS FOR THIS PROJECT, (3) THE STATE OF OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD PLANS AND STANDARD SPECIFICATIONS DATED JULY 2002, (4) THE "GREENBOOK" STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 2003 ED., 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. THE CONTRACTOR SHALL POTHOLE FOR NEW POLE LOCATIONS AND CONDUIT RUN AND OBTAIN APPROVAL FOR THE PROPOSED LOCATION FROM THE CITY. 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 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 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. REPLACE ALL SIGNAL HEADS, TERMINAL BOXES, AND HARDWARE NEW. INDICATIONS SHALL BE 12-INCH L.E.D. (LIGHT EMITTING DIODE). ALL SIGNAL HEADS TO BE COMPOSITE TYPE PER THE SPECIAL PROVISIONS. 10. REPLACE ALL PEDESTRIAN INDICATIONS, HOUSINGS, AND HARDWARE NEW. PEDESTRIAN INDICATIONS SHALL BE L.E.D. COUNTDOWN MODULES PER THE SPECIAL PROVISIONS. 11. 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. 12. INSTALL ALL NEW CONDUCTORS IN EXISTING CONDUITS. PRIOR TO INSTALLING NEW CONDUCTORS, EXISTING UNDERGROUND CONDUIT SHALL BE CLEANED WITH A MANDREL OR CYLINDRICAL WIRE BRUSH AND BLOWN OUT WITH COMPRESSED AIR. 13. ALL NEW CONDUITS SHALL BE PVC SCHEDULE 80 AT A MINIMUM DEPTH OF 36 INCHES, UNLESS OTHERWISE APPROVED. 14. ROTATE ALL FRAMEWORK AWAY FROM THE CURB FACE TO MAXIMIZE VEHICLE CLEARANCE FROM ROADWAY. 15. SIGNAL SHALL REMAIN IN OPERATION AT ALL TIMES, EXCEPT AS NOTED IN THE SPECIAL PROVISIONS. 16. UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND EQUIPMENT REQUIRED. 17. THE CONTRACTOR SHALL PROVIDE WATER REMOVAL EQUIPMENT IF UNDERGROUND WATER IS ENCOUNTERED, PER SECTION 19-3.04 OF THE STATE STANDARD SPECIFICATIONS ANO SECTION 7-8.6 OF THE PROJECT SPECIAL PROVISIONS. 18. SUPPLIED SIGNAL POLES SHALL BE PICKED UP BY THE CONTRACTOR AT THE CITY RESERVOIR SITE. CONTACT THE CITY 48 HOURS PRIOR TO PICK-UP. \ -~ -0HL--DHL R/W SCALE: ,_ ~I ' I 1'>4 ' I I ,, 1 " 1 I p, II = 10' I I MOVED NEW EQUIPMENT TO EXISTING POLE DUE TO INTERFERENCE WITH UTILITIES. --' I □"---------------------1";--------t-1 L --' 2 ~6 ✓-/ . I ~ \ ' ' ~ -'I V, D 0 :c \ ,, ~ D -"--- ' ,,_, , EXIST. 1 ½"C. 0 )' SEE DETAIL "B" V, )' 1-- en )' "O C: N )' M DETAIL Nees NTS )' INTERCEPT R/W EXISTING PO E EDISON ' EXISTING\ RIS~: POWER ~R/W INSTALL EDISON~ I ¼" POLY APPROVED I l PULL ROPE HAND~WITH I ~-~ LID I '1N1~~i~1o R/W TO MYERS ATTENTION Utilities shown on the pion ore based on available records. It shall be the contractors sole responsibility to verify all existing utilities by contacting the utility agencies, and to exercise extreme core to ovoid damaging existing utilities during excavation. RECORD DRAWINGS THESE DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, CITY OF NEWPORT BEACH IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE PLANS AS A RESULT. / -I ' ,, I\ <' I \, -) \ I l I 1-✓ I I I I 11 I' -,I 11 1, 1-✓ I I 1,-1')8 I I I ,✓✓ I I '-✓ L __ 24' <¾ I -' ~/ 'v - 11 I -✓ I I I v- \ I -✓ 2-1'>8 ✓- ' I ~-✓ 13' No. 45521 Exp. 12-31- C!V!\, OF cA1,W El SENSOR SCHEDULE PHASE-FUNCTION SEQUENCE DIAGRAM -S£NSOR SENSOR UNIT CHANNB. LOOP DETECTORS I I 1 1 " ,_.,2 2 2-"2 2 1 " 1-"6 2 2-¢6 VEHICLE & PEDESTRIAN _) i t t -----MOVEMENTS PER FUNCTION ------t 3 1 1-¢1 2 FUTURE NEMA PHASE DESIGNATION 1 2 6 4 8 4 1 1-"4 2 * 2-"4 5 1 1-¢8 2 2-¢8 6 1 FUTURE 2 FUTURE 7 1 FUTURE 2 FUTURE I 1+6 I , I 2+6 I I 4+8 I !Ill ~ SENSOR UNllS WILL BE RACK MOUNTED WITH INTEGRAL TIMING CAPABILITY PER CHANNEL SEQUENCE WITH CALLS ON ALL PHASES 0 * * * * (CALL EXTENSION: 0-5 SECONDS MINIMUM, CALL DELAY: 0-30 SECONDS MINIMUM). SPECIAL DETECTOR OPERATION SHALL BE AS NOTED: e = CALL EXTENSION * = CALL DELAY R/W 0 EXIST. 1½"C. ----t 1,/ --1,/ -< ----I I < I-7 ~ -' -- - - . ('J ('J - _ .. R/W EIPOLE SCHEDULE POLE DATA H.P.S00. VAP. SIGNAL MOUNTING PED PUSH BUTTON SIGNAL No TYPE HEIGHT M.A. M.A. WATTS VEH MA PED PED PHASE BIKE PHASE 1 26-4-129 30' 40' 15' 250 SV-2-T~ 2-MAS SP-1-T -- 2 PPB 1n 4' 7" -----2 4 3 17 3-129 30' 20' 12' 250 !>V-2 -,~ .. 2 MAS SP-2 T 2 4 PPB /E) 4' 7" --8 2 15 26 4-129 JO' 40' 15' 250 SV 2-T: 2 MAS SP 1-T 8 6 1A 10' TV-1-T SP 1 T 6 8 7 I'' ... ''t..E ~ tXJ O>i::) 250 sv-1-1 2 MAS SP 1 T 6 18 PPB /R\ 4' 7" -6 6 m ALL EQUIPMENT NEW EXCEPT AS 011-IERWISE SHOWN: (E) EXISTING (R) RELOCATED NOTE: NEW MOUNTING HARDWARE SHALL BE USED 11-IROUGHOUT. @ POLE, MAST ARM, ANO LUMINAIRE ARM ARE SUPPLIED BY TI-IE CITY. ALL 011-IER EQUIPMENT TO BE FURNISHED, INSTALLED, AND REPLACED NEW BY TI-IE CONTIRACTOR. @ ALL TERMINAL BOXES SHALL BE LINGO INDUSTIRIAL ELECTIRIC MODEL, LESVfT, OR AGENCY APPROVED EQUAL. @ 0 © e POLE LOCATION A B X 1.5' 4' 6' 3' )l:'. 2' 2.5' m:: 7' 2' X B.5 2.5' 8' 2.5' 1 Q' 6' 4' 2.5' TYPE "A" SIGN (DOUBLE FACE) I.S.N.S 32nd St Balboa Blvd -~ IA A 18 00 ~ I ,n ' :g '--' 11> PPB Will-I SPECIAL BICYCLE SIGN & TIMING a5 => CIRCUITIRY (SEE SPECIAL PROVISIONS & STD-914-L) ~ IA ALL ISNS SHALL BE NEW INDUCTION LAMP (SEE ~ SPEaAL PROVISIONS) AND HA VE SHORTING CAP. ;;;- -& T-o ~ } TRAFFIC SIGNAL MODIFICATION PLAN ~"'a. 5/08 Ill. AS-BUH.T ti.rt--::;;;;-t--;;;:--~~-;;;;;;--;:;;;:;;;:--;;;;;;~;;;;:;------t:~ R.E. N0: -15521 BALBOA BLVD AT 32ND ST bl 9/05 SC REVISE FOR NEW FOUNDATION DATE 5 - / ~ -<? S ? I--L~-l-.:_--l-----l--------------+.l<Q--J.=:::::"'-='=='==;=======1-------------..... -==-===e,,...,,.,....JJc.: NO. DATE BY DESCRIPTION APP'D. =:m DRA:i CITY OF NEWPORT BEACH T-5935-S 1--~-~-~-------------~--t--.=oi~c----t-..c;-;~-- CHE ~ DA! 15 2008 PUBLIC WORKS DEPARTMENT SHEET 1 OF 1 REVISIONS ·coNDUCTOR SCHEDULE AWG CIRCUIT 3 3 3 3 3 ¢4 3 3 3 3 6 ¢6 3 3 3 3 CONSTRUCTION NOTES: QJ PROVIDE AND INSTALL A NEW 8-PHASE IDC 820A CONTROLLER IN A NEW TYPE "R" CABINET WITH EXTERIOR FLANGE AND AN ADDITIONAL SHELF ON EXISTING FOUNDATION. CABINET TO INCLUDE ALL NEW PLUGABLES AND ALL MISCELLANEOUS AUXILIARY EQUIPMENT PER THE SPECIAL PROVISIONS. [i] INSTALL NEW TYPE 11 MODIFIED SERVICE ON THE NEW CONTROLLER CABINET PER CITY OF NEWPORT BEACH STD-910-L AND PER THE SPECIAL PROVISIONS. 5J INSTALL NEW BATTERY BACKUP SYSTEM AS DETAILED IN THE SPECIFICATIONS. 3 3 BATTERIES SHALL BE INSTALLED INSIDE NEW TYPE "R" CABINET ON AN ADDITIONAL SHELF. ¢2P 2 2 ¢6P 2 2 2 2 4 08P 2 2 2 2 ¢2PPB 1 1 Ii] REPLACE OPTICOM DETECTORS WITH NEW 3M #722 DETECTORS USING PELCO ASTRO MINI-BRACKET OR EQUAL (DETAIL "A"), TWO NEW 752 PHASE SELECTORS, AND 3M 138 CABLE. EXISTING DETECTORS AND PHASE SELECTORS SHALL BE SALVAGED TO THE CITY. riJ INSTALL NEW 3" CONDUIT AND PULLBOXES FROM EDISON SERVICE POINT TO NEW ----}:!¢~6~P~P~_B~. ========!='==!:==!=:=:::::j:::::'=:j:::::::.::il~---·-·-'f'/PE II MODIPIE'D 31:"RV!e£~71:: DISTAl'ICE (125'tUJND1JlT:3FIALL HAVE A PU[ #14 ¢8PPB 1 1 1 1 ROPE FOR EDISON TO INSTALL SERVICE CONDUCTORS. CONTRACTOR SHALL COORDINATE ¢2BPB 1 1 WITH THE CITY AND EDISON FOR SERVICE PRIOR TO SIGNAL TURN-ON. Ii] INSTALL NEW R3-18 (30"x30") SIGN. ¢4BPB 1 E:) 16BPB 1 1 ~ \1l8BPB 1 1 1 1 [ij PPB & BPB COMMON 1 1 1 1 2 INSTALL NEW R3-4 (30"x30") SIGN. INSTALL TWO NEW R9-3A (18"x18") SIGNS BACK TO BACK (FOUR SIGNS TOTAL). REMOVE AND REPLACE PANEL OF P.C.C. SIDEWALK, APPROXIMATELY 220 S.F. SEE DETAIL "B". ALL SAW CUTS SHALL BE TO SCORE LINES. SPARES 3 3 3 3 6 [wJ wJ [jzl REMOVE OLD FEEDER WIRES FROM OLD SERVICE TO EXISTING "R" CABINET. REMOVE OLD SERVICE FROM POLE (COMPLETE). INSTALL NEW No. 6 PULL BOX. 11: ..... • . . • ,: TOTAL 20 20 27 ILLUM. ST. NAME SIGN 2 #12 TOTAL 2 SIGNAL & SIGN COMMON 1 1 1 #10 LUMINAIRE 2 2 2 TOTAL 3 3 3 ¢1 Det. ¢2 2 Loop ¢4 Cable (116 #18 ¢8 TOTAL ~ L E.V.P. Cable 1 CONDUIT SIZE 2" 2" 3" 111 REMOVE EXISllNG CONDUCTORS AND INSTALL NEW THROUGHOUT BPB = BICYCLE PUSH BUTTON 11 42 2 4 2 4 1 2 2 4 3 6 1 1 2 2 2 2 1 1 4 8 2 3" 2-3" 1-2" REMOVE AND INSTALL NEW CURB ACCESS RAMP PER CITY STD 181-L-A/B/C/D (11/2005 REVISION), INCLUDING DETECTABLE WARNING SURFACE. I, 31 REMOVE AND RELOCATE TWO PULL BOXES AND CONDUIT OUTSIDE OF ACCESS RAMP LIMITS. [ii] INSTALL NEW No. 5 PULL BOX. BALBOA 'G) I \ ' c;H!. ····--.,,{,J- GENERAL NOTES: 1. ALL WORK, MATERIAL AND EQUIPMENT SHALL BE FURNISHED BY THE CONTRACTOR AND CONFORM TO (1) THE SPECIAL PROVISIONS FOR THIS PROJECT, (2) THE TRAFFIC SIGNAL MODIFICATION PLANS FOR THIS PROJECT, (3) THE STATE OF OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD PLANS AND STANDARD SPECIFICATIONS DATED JULY 2002, (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. THE CONTRACTOR SHALL POTHOLE FOR NEW POLE LOCATIONS AND CONDUIT RUN AND OBTAIN APPROVAL FOR THE PROPOSED LOCATION FROM THE CITY. 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 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 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. REPLACE ALL SIGNAL HEADS, TERMINAL BOXES, AND HARDWARE NEW. INDICATIONS SHALL BE 12-INCH L.E.D. (LIGHT EMITTING DIODE). ALL SIGNAL HEADS TO BE COMPOSITE TYPE PER THE SPECIAL PROVISIONS. 10. REPLACE ALL PEDESTRIAN INDICATIONS, HOUSINGS, AND HARDWARE NEW. PEDESTRIAN INDICATIONS SHALL BE L.E.D. COUNIDOWN MODULES PER THE SPECIAL PROVISIONS. 11. 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. 12. INSTALL ALL NEW CONDUCTORS IN EXISTING CONDUITS. PRIOR TO INSTALLING NEW CONDUCTORS, EXISTING UNDERGROUND CONDUIT SHALL BE CLEANED WITH A MANDREL OR CYLINDRICAL WIRE BRUSH AND BLOWN OUT WITH COMPRESSED AIR. 13. ALL NEW CONDUITS SHALL BE PVC SCHEDULE 80 AT A MINIMUM DEPTH OF 36 INCHES, UNLESS OTHERWISE APPROVED. 14. ROTATE ALL FRAMEWORK AWAY FROM THE CURB FACE TO MAXIMIZE VEHICLE CLEARANCE FROM ROADWAY. 15. SIGNAL SHALL REMAIN IN OPERATION AT ALL TIMES, EXCEPT AS NOTED IN THE SPECIAL PROVISIONS. 16. UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND EQUIPMENT REQUIRED. 17. THE CONTRACTOR SHALL PROVIDE WATER REMOVAL EQUIPMENT IF UNDERGROUND WATER IS ENCOUNTERED, PER SECTION 19-3.04 OF THE STATE STANDARD SPECIFICATIONS AND SECTION 7-8.6 OF THE PROJECT SPECIAL PROVISIONS. 18. SUPPLIED SIGNAL POLES SHALL BE PICKED UP BY THE CONTRACTOR AT THE CITY RESERVOIR SITE. CONTACT THE CITY 48 HOURS PRIOR TO PICK-UP. i i DETAIL nan SCALE: f' = 10' SERVICE POINT SEE DETAIL "C" \ .. SCALE: [1li] [I8J- R/W~ EXIST. 1 ½"C . --- 2P ,· ' • DETAIL n A" ~---· ETECTOR {OPTICOM MODEL 722) ASTARM MOUNTING CLAMP (PELCO NO. AB-121) EMERGENCY VEHICLE PRE-EMPTION DETECTOR MASTARM MOUNTING DETAIL 1-(114 12' I ll~~ ~~~ -\-:· 20' L r • SENSOR SCH EDULE SENSOR SENSOR UNIT CHANNEL LOOP DE1ECTORS 1 • 1-¢2 2 2 -¢2 2 1 • 2 1- 2 •6 -¢6 3 1 2 1- FU ¢1 TIJRE 4 1 1-¢4 2 * 2 -¢4 5 2 1- 2 •B -•8 6 1 2 FU FU TIJRE TIJRE 7 2 FU FU TIJRE TIJRE ■ = SENSOR UNITS WILL BE R IIITEGRAL T+M!N&-€1\PAflltt (CALL EXTENSION: 0-5 SE ACK MOUNTED WITH TY PER .CONDS MINIMUM CALL 0 DELAY: 0-30 SECONDS MINIMUM). SPECIAL DETECTOR OPERATION SHALL BE AS NOTED: • = CALL EXTENSION • = CALL DELAY ~R/W PHASE-FUNCTION VEHICLE & PEDESTRIAN MOVEMENTS PER FUNCTION NEMA PHASE DESIGNATION EXIST. 1 ½"C. BLVD I I I (,. ' --,''' ,L1 -w2 •••• ·,,,.,: ~--·••:\}' ~-\.,i ····-•~-----=.o,.- ' / ,--._ ---==---.:::::::::.. -SEQUENCE DIAGRAM ('J ('J I 1+6 - _j 1 I t t _...,._ -.,....._ i -----t 2 6 4 8 .. I 2+6 I • I 4+8 I SEQUENCE 1'111H CALLS ON All PHASES ---~ • - . ----. II ,' . ' ' \-' --~ ... - EXIST. 1 ½"C. SEE DETAIL "B" DETAIL "C" NTS -----,---~------·--l INTERCEPT EXISTING P01 E EDISON EXISTING[ RISER r POWER --+--~-R/_W, INSTALL EDISON J J<i" POLY APPROVED l PULL ROPE HAND HOLD WITH I 3"/NEW __ _ TRAFFIC LID I I CONDUIT /'INSTALLED R/W -------r TO MYERS ATTENTION "'C C: N Mi R/W __/~ : I Utilities shown on the plan are bosed on available records. It shall be the contractors sole responsibility to verify all existing utilities by contacting the utility agencies, and to exercise extreme care to avoid damaging existing utifities during excavation. I l,... -..i I• \ • I I-..._.,. . ,. (1)6 (I) 2-(1)8 13' R/W_/ "' 8 N I I -,- 0 ,,,,,-R/W 11 POLE SCHEDULE - POLE DATA H.P.SOD. VAP. SIGN.AL MOUNTING PED PUSH BUTTON POLE LOCATION TYPE ,, A" SIGN SIGNAL (DOUBLE FACE) No TYPE HEIGHT M.A. M.A. WATTS VEH MA PED PED PHASE BIKE PHASE A B I.S.N.S 1 26-4-129 30' 40' 15' 250 SV-2-T~ 2-MAS SP-1-T --2' 4' 32nd St "' 2 PPB (E' 4' 7" --2 4 • E:··.6>< ! ·:::__:_:; -r ; r--.. ..3•c:~~ 13 17 3 129 30' 20' 12' 250 SV 2 TA 2 MAS SP 2 T 2 5' 2.5' Balboa Blvd A • 14 PPB IE' 4.' 7" 8 2 • • -12• •• '.:cc:· I:,:_ <. i T < h 2'••·•• : : --.. '-. .... .':"' 15 26 4 129 30' 40' 15' 250 SV 2-T: 2 MAS SP -1 T 8 7' 2.5' 6 1A 10' TV-1-T SP 1 T 6 8 • :.':··8!,.' ·c:: '···· •,,, ; "•--·r i rz:{:~- ~ 17 3 129 30' 20' 12' 250 SV-1-T , • 2 MAS SP 1 T 6 10' 6' Balboa Blvd "' 18 PPB (R• 4' 7" ---6 6 • 4' 2.5' 0 111 ALL EQUIPMENT NEW EXCEPT AS OTHERl'l1SE SHOWN: (E) EXISTING (R) RELOCATED e PPB WITH SPECIAL BICYCLE SIGN & TIMING iil ::, NOTE: NEW MOUNnNG HARDWARE SHALL BE USED THROUGHOUT. © POLE, MAST ARM, AND LUMINAIRE ARM ARE SUPPLIED BY 11-IE CITY. ALL OTHER EQUIPMENT TO BE FURNISHED, INSTALLED, AND REPLACED NEW BY THE CONTRACTOR. CIRCUITRY (SEE SPECIAL PROVISIONS & ST0-914-L) ~ A All ISNS SHALL BE NEW INDUCTION LAMP (SEE §l SPECIAL PROVISIONS) AND HAVE SHORTING CAP. ~ e ALL TERMINAL BOXES SHALL BE UNGO INDUSTRIAL ELECTRIC MODEL, LESV1 T, OR AGENCY APPROVED EQUAL. REF. T-5386-S & T-5405-S 8 ~ a_1~ TRAFFIC SIGNAL ~ 1----+--+-----------+----<TRANS. & DEV. SERVICES MANAGER MODIFICATION PLAN > V) R.E. NO, 22045 BALBOA BLVD AT 32ND ST bJ DATE ,~( ( 2.00 ? 1---1----1---------------1~-+'.'.'..'.=:~E~:f;!'.::"='::~==l~-------------,--=,-:,=,.,..,,,-,,.-lc: I--DA_TE~_BY~ _____ o_E_sc_R,_P11_o_N _____ ~A_P_P._D.+=DE"°Sl""~~cc,E,-D ----t-_D-,_RA"":c~N --;Cl TY OF N EVvP ORT BE A CH I-T--5-,-9_3_5_-s.,... ... CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 1 OF 1 BS 04 11 2006 REVISIONS l