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HomeMy WebLinkAboutT_5447_S\ CONDUCTOR SCHEDULE I 01 01 * 3 3 '3 3 3 .,... I (212 3 3 3 3 3 6 03 * 3 3 (214 3 3 3 3 6 ¢ FUTURE 05 3 3 3 3 3 3 06 3 3 3 ~ 3 07* (04) 3 3 3 3 ·,3 3 3 _) 0811; .. 3 3 #14 02Pll!-2 2 2 2 2 2 2 4 04P 2 2 2 2 2 05 06P 2 2 2 4 02PPB/BIK• 1/-1/-1/-1/1 1/1 1/1 1/1 2/1 04PPB/BIKE -/--/--/-1/-1/-1/-1/1 1/1 /BIK, -/-_,_ _,, 1/-l/1 I +5 PPB COM. I I I I I I I 2 SPARES 3 3 3 3 3 3 3 6 . TOTAL. 13 16 19 23 26 31 39 .. ~ I# I I.S.N.S. I I I I I 12SIG, CQM. I TOTAL 2 2 #a U.MINAIRE 2 2 2 2 2 2 2 2 SERVICE 2 2 2 TOTAL 2 2 2 2 2 4 4 4 Detectors I I I I I I 02Detectors 3 3 3 3 03 De!Ectors I I I I DLC 04Detectors 4 4 05Cetectors • I I I I 06 Detectors 4 4 . ~70etectors 08 Detectors 3 3 3 3 TOTAL 4 5 9 -5 5 9 17 I IN 11:.ttcpNNECJ 41 J I J I I I J J 2 J 2 J !CONDUIT SIZE j 2" j217i!1 3·'j2112'1 :s" j31tz'l31i'g'l2°\,1 4 5 PR"l9 TWISTED SHIELDED CABLE 2V INTERCONNECT) * INSTALL FOR FUTURE • £_ '€... ~eo~ J~ , .. , t.lf _,.,,,,-,f cf>.9'-!° ~,~~:.~,9s ,. .......--:, C . r,.\'I ,,,. \ ,,i. ' ,....------ ~ .• ~ ,....--~ -------__, PHASE DIAGRAM 02 03 • •'l-" I <,,__,_, g· .. • !FUTURE FUTURE +--+ I .. • '-. . , FUTURE 1116 07 ~ 6 4 PROPOSED SEQUENCE 1+6 3+8 2•6 3• 2,5 4,7 FUTURE SEQUENCE " ----,.....,.,,. --------- ' 04 t i I • ,. ·~ I ~\ I FUTURE 08 ~ ', ~ t 4•8 ---;;, "a cD ~ ~ 0 .. -• "' ... "' ' <> \ .~ ,d. -! <> ----.,. -::, \-04-C ' \ I I \0\ 4 \'3 I I' fUi.\)RE\ 1-<!>7·1' ,, s1Gl'I fl c,4-.. tl-Jrolll"r"06 \ ' I \ I 22 • \3' \ \ \ • • • • • • • • • SEE DETAIL "A" ---- ----- GENER.6.L NOTES: I. ALL WORK, MATERIAL AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OF • THE STATE OF CALIF, DEPT. CF TRANSPORTATION, STANDARD Pl.ANS AND STANDARD SPECIFICATIONS DATED JULY 1984, AND THE SPECIAL PROVISIONS FOR THIS PROJECT. 2. UTILITIES SHOWN ON THESE PLANS ARi': CORRECT AND ACCURATE TO THE EXTENT OF AVAILABLE RECORDS AND KNOWLEDGE. THE CONTRACTOR, HOWEVER, IS REQUIRED TO ASCERTAIN THE EXACT LOCATION DF UNDERGROUND FACILITIES PRIOR TO DOll'IG WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. 5. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY COMPANIES A MINIMUM OF 48 HC!llf/S PRIOR TO START OF CONSTRUCTION. IT SHALL • BE THE REflPONSIBl'-ITY OF THE 'CONTRACTOR TO COORDINATE 61..L PHASES OF CONSTRUCTION WITH THE VARIOUS UTILITY COMPANIES INVOLVED. 4, THE ENGINEER SHALL APPROVE THE EXACT LOCATION OF ALL PULLBOXES, CONDUITS, DETECTOR LOOPS, AND CONTROLLE'.R IN THE FIELD. 5. ALL PULLBOXES SHAL.1-BE N0-5 UNLESS OTHERWISE NOTED ON PLAN. C. --INDICATES ILLUMINATED STREET NAME SIGN. 7, PEDESTRIAN INDICATIONS SHALL BE INTERNATIONAL SYMBOL TYPI;:. 8-ALL LOOPS SHALL BE 6°x6 1 SPACED 101 APART UNLESS NOTED OTHERWISE. 9. ALL VEHICLE INDICATIONS SHALL HAVE BACK PLATES AND 12" INDICATIONS. SENSOR TABLE POLE SCHEDULE SENSOR CHANNEL DETECTOR OPTION I 1-06-C • 2 1-06-C * 3 1-02-C • STANDARD NO . TYPE HEIGHT SIG.M.A. LUM.M.A. LUMINAIRE I. S. N.S. 1--S_I_GN_A_L __ M~T_G_.--tPPB/BIKE.,___P_O_L_E~_LO_C_A_T~I_O_N __ ...., VEHICLE PED PHASE A B C 4 1-02-C * I 1-04-C • 2 1-04-C * 2 3 1-1214-P 26-4-70 30' 45' IS' 250 HPSV BAYl/£W WAY 2MAS 2 26-4-70 30' 45' 15' 250 HPSV JAMBOREE 2 MAS 3 1-A 7' SP·l·CS 2.5 2.5 2.5 -/-SEE PLAN 4 / -SEE PLAN -I - 4 2-1214-P I 2-06-P 3 2 3-06-P 3 4-06-P & 4 26-4-70 ' 30' 45' 15° 250 HPSV BAYVIEW WAY 2MAS 5 I-A 10' 6 26-4-70 30' (FUT 45') 15' 250 HPSV SP·l·CS 2.5 2.5 2.5 4 /-17' 6/4 17° -/-17' 1-1211-P FUTURE 4 I 2-1212-P 2 3-02-P 4 3 1-05-P 4 3· 4·P A 7 1-A 10' 8 I-A .7' 9 PPB 31-1011 TV·l·T SP-I-CS TV-1-T 2.5 2.5' -/6 17' -/- 6/-251 e OUTPUT TO COMPUTER ..j A * CALL HOLD CAPABILITY A CALL DELAY CAPABILITY B T--• R/W---_j_~ C e -., POLE LOCATIONS ---(.) I -I.I) -.. s -• ---35d TO - STOP 81\.R -+--·w --- ------- "© -----~~-R34-2SIGN • 02 ' PLANS PREPARED BY --------DETAIL "A11 ------ i---R/W AS BUILT CONSTRUCTION NOTES• ~~~~IOIQ8 OJ lfil FURN!SH AND INSTALL A MULTISONICS B20 SYSTEM CONTROLLER IN A TYPE "p" CABINET WITH RACK MOUNTED DETECTION AND AUXILIARY EQUIPMENT AS SET FORTH ON THE PLANS AND IN THE SPECIAL PROVISIONS. AUXILIARY EQUIPMENT FOR SPECIAL BICYCLE PUSH BUTTON ACTUATION AND TIMING SHALL BE Pl~OVIDED. (SEE SPECIAL PROVISIONS). FURNISH AND INSTALL A TYPE lII SERVICE WITH A 50 AMP SIGNAL BREAKER, 30 AMP. LUMINAIRE BREAKER AND A 15 AMP. I.S.N.S. BREAKER. SEE CITY OF NEWPORT BEACH STANDARD DRAWINGS DETAIL STD. 910 -L . CONTACT MIKE MARTIN WITH EDISON AT (714) 895-0261 72 HOURS PRIOR TO WORK. INSTALL I l/2"CONDUIT AND 5 PAIR "19 TWISTED SHIELDED INTERCONNECT CABLE T.O THE CONTROLLER AT BRISTOL AND JAMBOREE APPROX. 1'60' INSTALL 11/2'' CONDUIT AND 5 PAIR"'.19 TWISTED SHIELDED INTERCO,NNECT CABLE TO THE CONTROLLER AT EAST BLUFF OR. (NORTH l APPROX. 2170. . ORANGE COUNTY EMA 'I, >J. "APPROVED FOR CONCEPT & ADHERENCE TO CITY STANDARDS AND REQUIREMENTS ONLY. CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY." ECTOR OF PUBLIC WORKS DATE ~ .f.a_s-oo---CS~'iZGP S.M. HOGA7TRAFFIC MANAGER ff L;/1 Cc;; .Z,?:1:'.SI! K.R. SMITH PROGRAM MANAGER APPROVED 1z/-,/,-. DATE 121,,1.~, oii:ir""" TRAFFIC SIGNAL INSTALLATION . .· :%2:&Q f. o.,J 5-Z1,_,-fffe1---+--+-------~--;----i~1N~::-JAMBOREE ROAD .~ 8'.DESIGN :::~IYAN:::;~:~:~ INC. DATE 1--~_j. _ _:_ ________ --l---+.D;;AT~~!::::=:l.~7.~/9,~:g6;;-:::===1----...'./S,.'..:..· ~[''..._~B::IS.:...,::~~...'.l~EW:...::'..-,~W~'A~~~--::::--I :.o°' 3190 c-, AIRPORT LOOP DR. DATE BY DESCRIPTION APP'D. DESIGNED DRAWN cirv oF NEWPORT BEACH T-5't<f7-s I COSTA MESA, CA. 92626 1---~-~---------------,--r-;c"'H:;:;-::cc;-;:;~:;-·s_.-r.c0A ... T"E----, I . . ( 714) 557-5780 • .., REVISIONS PUBLIC WORKS DEPARTMENT SHEET I OF i:te.F, TR 12212 $1lEET za.,,.:?,5 f _()