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HomeMy WebLinkAboutT_5959_SPHASE ( /-;/ ; / 01 02 ) / ,;/ 05 1/)6 OLA = ¢2 YELLOW AND ¢3 2 95 DIAGRAM r~ ~-------- 03 04 _) ...,.._ ____ ..,.. 1/)7 08 0 /1' ~· SCALE 1" = 20' 20 40 80 EXIST 2"C. NEW 3-DLC 3 ,,< / / / EXIST 2"C. NEW 3-DLC /// / ~- // ~··. R ·w LOOPS ISC ~Jl ... •• /~ •• .·• / Ki r ... ·· .. ···.·.•· ~..... ,' /«i / ,, /lj ~ .. / ... / •• • >-':,-{-', l!)<o 7 / ,..__, / . ', /_,'); ',-1 ' Ki • ,..__J /lli / .· . ' " '-I.--..._ '-'\ \ .i....._ _,. I ".;,- ?.;,, ".;,- \'.>- ,,o, / "'o s'<- ?., ""o 'v' :'<' G''?' ~0 / ' "o-~() EXIST 3"C. NEW 5-DLC / &, Iv~~ (';)"-•• !'-.. . c/ .• /Ill f\"j. V /)-" • //')1/ /2 , , 4-/ /.../ 1/ / // /,. /, // ~-1:,c. ' r-. r.... 1 /2 ,·1 1v.x ' Ill"' (';)" .,/", ,,,,. ' --<tj ✓ .. / /;-/✓_,.///~;,'$~ _:./1--, I "" -:-"{f , 1-, . . I / /2 / I I 1 • •• • ✓I ' .n ' -,, , ',, • ' 0-'/ ...._ I ,1 C-\ I . • ;=:. 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Y,-/ v ;,, // // / -,_, , cJ ,-' / 1 • .-v ' < , ,, ,, , "' ___ , ' ,-, , ' -,, ,// // , ' ' ,_, ' -, J' / / / // -/ -s ,j ' ' , ' ' 5 / . ·.··.··1o.· :/> ,<.,O s'<- ':, ""o 1' ~ G''?' ?,0 n./ . ;, ,.,, <=,, 7,,.:,, .... 1--< \ i-~ ~_I', ;1-· ✓Ill (-'~'--. . •• . ··w· .·· .. ·· .. ··.· , .•·•· .. /. ,_, ' •• / Ill'\, -', , ••• •• •• / I ...._, ~ , .• \ I,',.. . •• • '\; ...___..I';,,,_'-.• __ // _.- ,._'\, ,, ·/ • \lf ,, -/ ,'{ '¾... .• / /._L ,' / ,;. / .• /~/ # AB NO. / /1 EXIST 2"C. NEW 3-DLC DATE EXIST 2"C. NEW 8-DLC REVISIONS IMPORTANT NOTICE SECTION 4216-4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A 'PERMIT TO EXCAVATE' WILL BE VALID FOR YOUR DIG ALERT ID NUMBER CALL UNDERGROUND SERVICE ALERT TOLL F'REE 1-800-422-41.33 TWO WORKING DAYS BEFORE YOU DIG. ROAD --¾ 0 .... -... "' N ~ 0 N ---- NOTE: ---------- ---- FOR GENERAL NOTES, CONSTRUCTION NOTES, DETAILS AND SCHEDULES, SEE SHEET TS-2. CARLOS ORTIZ UNDERGROUND STRUCTURES All UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS ANO THOSE SHOWN ON lHE RECORDS EXAI.IINED ARE INDICATED "1TH TI-IEIR APPROXIMATE LOCATION AND EXTENT, Tl-IE O'MIIER BY ACCEPTING THESE PLANS OR PROCEEDING 'MTH 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 REPORlED TO THE UNDERSIGNED: NOT INDICATID ON THE PUBLIC RECORDS EXAMINED: niE CONlRACTOR IS REQUIRED TO TAKE DUE PRECAUTI~ARY MEASURES TO PROlECT THE UTILITIES OR SlRUCllJRES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SllE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS CF lHE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK PLAN PREPARED BY: PLANNING ■ DE:5113N II CCNSTRUCTl □ N 57535 14725 ALTON PARKWAY IRVINE, CALIFORNIA 92618~2027 12/31/0 ,5 FAX 949.472.8122 • www.ABF.com DA TE: j7-?% t% R.C.E. 57535 EXP. 12/31/07 APPROVED ) .//! ,,.., ;lo;'u:v1d(.f ti.._ TRAFFIC ENGINEER R.C.E. NO. 22045 DATE 9cb6w 21 Zaah DESIGNED I DRAWN GT GT CHECKED I DATE CAO I 09/29/06 ·!SIG, TS-1 TRAFFIC SIGNAL MODIFICATION PLAN JAMBOREE ROAD AT MACARTHUR BOULEVARD CITY OF NEWPORT BEACH I T-5959-S PUBLIC WORKS DEPARTMENT I HET 1 · <ff 2 0 " 0 L 0 'O •-. E 0 ~ ~ .. ~ <1) 0 " Ol N " (J) 0 0, " 'O ~ 0 0 I 01 1--I "' N 0 C() ~ 0 C 0, vi / > 0 / 3" CL "' C 0 L 1--/ 0 0 <( u / C() N 0 "' 0 ~ 0 ~ / 0 ~ 0 "CJ 0. / I • -.,,", \ \ ) '"' I~ B'i i\ ~~~ ms:...a ~g~ ~. ' "-o"' ii lb ~ ~ ..... - 0 1\ "' i 11 CONDUCTOR SCHEDULE AWG POLE fl\ fr-A /,;\ 12-. k\ A £. 12 / CD y y y @ /, /, /, csc @ .1/1 y, Yi y, •DETAIL © ½ ½ ½ ® ¾ .1/1 ¾ y, ® 71 71 Yi Yi y, 3 0 .1/1 y, RED csc @ Yi Yi TOTAL 1/, ½ ¼ ¼ Y, ½ ¼ ¾ #10 LUMINAIRE -2 2 2 2 2 2 2 YELLOW #12 IISNS -2 2 2 2 2 2 2 ¢1 - - - -2 2 2 2 GREEN ¢2 6 6 6 6 - - -6 DET. ¢3 - -2 2 - - -2 LOOP ¢4 - - - - - -5 5 YELLOW CABLE ¢5 2 2 2 2 - - -2 TYPE ¢6 - - --6 6 6 6 B ¢7 - - - - - -2 2 GREEN ¢8 --5 5 -- -5 TOTAL 8 8 15 15 8 8 15 30 EVP CABLE -1 2 2 2 3 4 4 II EXISTING CONTROL CABLE -- - - -1 1 1 CCTV COAXIAL CABLE - - ---1 1 1 CAMERA #16 POWER SUPPLY - - - - -3 3 3 TOTAL - - - - -5 5 5 PERCENT FILL 50 33 57 33 19 31 28 32 • • • CONDUIT SIZE • I 2" I 3" I 3" I 4" 3" 3" 2-3" 2-4' II INSTALL NEW CONDUCTORS THROUGHOUT. A REUSE EXISTING CONDUIT UNLESS NOTED: (•)= NEW CONSTRUCTION NOTES: OJ-RELOCATE EXISTING MULTISONICS 820A 8-PHASE CONTROLLER ASSEMBLY, TYPE "p" CABINET WITH EXISTING BATTERY BACKUP CABINET, TYPE II SERVICE ENCLOSURE/CABINET AND EXISTING COMMUNICATION TERMINATION CABINET ATTACHED TO THE TYPE "p" CABINET TO NEW LOCATION SHOWN. REMOVE EXISTING FOUNDATION. CONSTRUCT NEW FOUNDATION. W-EXISTING 1 1/2" CONDUIT TO CONTROLLER CABINET AT BRISTOL STREET NORTH. REMOVE EXISTING SIC. INSTALL NEW 12PR #19 SIC. CONNECT NEW CABLE TO EXISTING CABINET. ~ EXISTING 1 1/2" CONDUIT TO CONTROLLER CABINET AT VON KARMAN AVIENUE. REMOVE EXISTING SIC. INSTALL NEW 25-PAIR #22 AWG PE-39 CABLE. CONNECT NEW CABLE TO EXISTING CABINET. CONDUIT MAY BE DAMAGED. REPAIR OR REPLACE AS NECESSARY. GJ-EXISTING CONDUIT AS NOTED TO CONTROLLER CABINET AT KOLL CENTER. REMOVE EXISTING SIC. INSTALL NEW so~FIBER HYBRID CABLE (24 MULTI MODE AND 36 SINGLEMODE) WITH A NO. 10 SOLID GREEN TRACE WIRE AND A 25-PAIR #22 AWG PE-39 CABLE. CONNECT NEW CABLE TO EXISTING CABINET. NEW F.O.C. PULL BOXES SHALL BE INSTALLED PER DETAIL "B". ~ INSTALL 3• CONDUIT. REPULL EXISTING 25PR PE39 SIC TO CONTROLLER CABINET. II]-EXISTING 2 1/2" CONDUIT AND 12PR PE39 SIC TO CONTROLLER CABINET AT FAIRCHILD ROAD. 0-EXISTING SERVICE CONDUIT. SCE TO INSTALL NEW SERVICE CONDUCTORS. CONTRACTOR SHALL COORDINATE WITH SCE. [I}-REPLACE EXISTING PULL BOX WITH NEW No. 6E PULL BOX. 0--REMOVIE AND REPLACE EXISTING DAMAGED 1.5" CONDUIT (APPROX. 20'). INSTALL 45 DEGREE SWEEPS PER DETAIL "B". CONNECT NEW AND EXISTING CONDUIT. CONTRACTOR SHALL COORDINATE WITH CITY FORCES TO DETERMINE THE LOCATION OF THE EXISTING DAMAGED 1.5" CONDUIT. 0 0 0 @ @ "A" ~ >-¢2 ~ >-OLA 11 DETECTOR SCHEDULE SENSOR UNIT CHANNEL PHASE DETECTOR 1 2 5-!112 1 2 2 6-912 1 5 1-\115 2 2 5 2-915 1 4 4-164 3 2 4 5-!il4 1 7 1-!117 4 2 7 2-!117 1 6 5-!116 5 2 6 6-!116 1 1 1-!ll1 6 2 1 2-11)1 1 8 4-08 7 2 8 5-11!8 1 3 1-¢3 8 2 3 2-113 1 2 1-¢2 9 2 2 2-1112 1 2 3-i!l2 10 2 2 4-!ll2 1 4 1-¢4 11 2 4 2-¢4 1 4 3-¢4 12 2 6 1-¢6 1 6 2-!116 13 2 6 3-i!l6 1 6 4-!116 14 2 8 1-¢8 1 8 2-118 15 2 8 3-168 11 EXISTING DETAIL "B" DRAIN HOLE/ '.: .. ~_L_L Z _;_ c!.C:_'.c /· J -',. I'"'· ... -~ f 6" , ,I , 6 : 1 _ b, J: ~· " •• ' ~ c, .. " • ... • • • . ., •.•. ,_ ., r FIBRELITE COVER ~\"·-"1-1·-• • • • • • , • • • ·;i-r/;/; ,\ - . .'. ,, < }/ ~ f, ".'.. ::, •• -'/ . . . (' . -'." 1011 ~ ••• • _,.. . ...4. .... 1- -"'.,' ··., • -j 1" MAX+ •.-··. 1"nRAIN HOLE~~~ 6" ·:· • • vvv "}..'-,." 6 MIN V V V V V"'-,--Ji [ I ---J.-··-···· LsLURRY OVJER GRAVJEL GRAVIEL IN BASE I l PULL BOX WITH 45 DEGREE ELBOWS POLE DATA SIGNAL jNo TYPE HEIGHT MA 1 29A-5-129 35' 45' !@ PPB POST 3' -7" - !@ 1A 1 o' - !G) 61A-5-129 35' 55' I@ 61A-5-129 35' 60' !@ 1A 1 o· -' 7 61A-5-129 35' 55' !@ 1A 1 o· - II ALL EQUIPMENT EXISTING. II POLE SCHEDULE H.P.S. V. LUM SIGNAL MOUNTING PED PUSH BUTTON BIKE PUSH BUTTON POLE LOCATION I MA WATTS VEH MA PED PHASE POLE QUAD PHASE POLE QUAD A B I 12' 310 SV-1-T 3-MAS SP-1-CS 6 N/E --EXISTING EXISTING I -- ---6 N/E --EXISTING EXISTING , --TV-2-T -SP-1-CS 8 S/E 6 N/E EXISTING EXISTING 12' 310 SV-3-TA 3-MAS SP-2-CS 2/8 N/E/N/W --EXISTING EXISTING 12' 310 SV-1-T 3-MAS SP-1-CS 2 N/W --EXISTING EXISTING - -TV-2-T -SP-1-CS 4 N/E 2 S/W EXISTING EXISTING I 12' 310 SV-1-T 3-MAS SP-1-CS 4 N/E --EXISTING EXISTING I - -TV-2-T -SP-1-CS 6 S/E 4 N/W EXISTING EXISTING , GENERAL NOTES (THIS SHEET): 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) 11-iE STATIE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION (CALTRANS), STANDARD PLANS AND STANDARD SPECIFICATIONS DATED JULY 2002, THE 2003'MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), 2003 MUTCD CALIFORNIA SUPPLEMENT, (4) THE "GREENBOOK" STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION, 2003 ED, AND (5) THE CITY OF NEWPORT BEACH DESIGN CRITERIA, STANDARD SPECIAL PROVISIONS & STANDARD DRAWINGS, 2004 EDITION. (6) THE CITY OF IRVINE DESIGN MANUAL, STANDARD PLANS AND SPECIAL PROVISIONS, LATEST EDITION. IISNS MESSAGE Mac Arthur - - Jamboree Mac Arthur - Jamboree - 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 RUNS, AND OBTAIN APPROVAL FOR THE PROPOSED LOCATION FROM THE CITY OF NEWPORT BEACH. 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 RESPONSIBILTY OF THE CONTRACTOR TO COORDINATE ALL PHASES OF THE CONSTRUCTION WITH THE VARIOUS UTILITY COMPANIES INVOLVIED. 4. THE CITY OF NEWPORT BEACH 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. NO SPLICES ALLOWED IN PULL BOXES UNLESS APPROVED BY CITY OF NEWPORT BEACH. 7. ALL SALVAGED MATIERIAL AND EQUIPMENT SHALL BECOME THE PROPERTY OF THE CONTRACTOR, EXCEPT AS REQUESTED, SHALL BE SALVAGED TO THE CITY OF NEWPORT BEACH. 8. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 48 HOURS IN ADVANCE OF THE ELECTRICAL WORK AND PRIOR TO THE REQUIRED INSPECTIONS. 9. 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. 10. ALL NEW CONDUITS SHALL BE PVC SCHEDULE 80 AT A MINIMUM DEPTH OF 36 INCHES UNLESS OTHERWISE APPOVIED. 11. SIGNAL SHALL REMAIN IN OPERATION AT ALL TIMES, EXCEPT AS NOTED IN THE SPECIAL PROVISIONS. 12. BATTERY BACK UP SYSTEM, EVP SYSTEM, CCTV SYSTIEM AND CONTROLLER SHALL BE TIESTED BY THEIR RESPECTIVE MANUFACTURER'S PRIOR TO TURN ON. I 0 u 0 ~ 0 u E 0 N -.. - <D 0 '-.. 0) N '-.. a, 0 0, " "D N 0 0 I (/) I-I lf) N 0 U) / 0 C "' ~ 0 f a.. '" C , 1 1 • , • C -'38 8'=i TS-2 I~ I o ~ M~ REVISIONS PLAN PREPARED BY: APP_~VED TRAFFIC SIGNAL •"0HSS1 PCANNONO • DESOON. CCNSTRUCTODN ,te;L,11>/,E',:J,,,.._,,.....,,/ MODIFICATION PLAN (3 / lf) N 0 lf) D s"'"' cARLos • TRAFFIC ENGINEER JAMBOREE ROAD ,._ ORTIZ 14725 ALTON PARKWAY R.C.E. NO. 22045 -~ -~='::--I ■ ■ ■ / IA\/INE CALIFORNIA 92618-2027 AT 0 ~ No. 57535 G /o;\i,4~5 FAX949.472.8122. WWW.REF.com DATE Ocf-.,,l,e-., .2, zco0 MACARTHUR BOULEVARD ~ -I< E,p.12/31 / ;p::,~y·-·-DATE· 'l:?,f.-.t16 DESIGNED DRAWN CITY OF NEWPORT BEACH T-5959-S :g "'" CIVIL ~---·--' • GT GT f--==c--::----=:---i o. •71;: OF \ R.C.E. 57535 EXP. 12131/□7 CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 2 OF 2 ,:-: CAL CAO 09 29 06 I . ' ',, \, \ ~ !~ t l --;-\ ~r-~ (lf :t ~ 3'0 ~ ~o-...a .... • ' ("\ "'O c;, ~~ ..... ~ • ~ "' :r t'\ ~ .... N 0 .... t-J