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Home My WebLink AboutT_5978_SDIST CONDUCTOR SCHEDULE DETAIL "A" 12 COUNTY ROUTE ORA 1 POST MILES TOTAL PROJECT SHEET NO. TOTAL SHEETS AWG CIRCUIT /1\ & /3\ /4\ & SEE SHEE:T 41 FOR W41 SIGN & MARKINGS I ' ' NEWPORT COAST DR 01 -3 - ¢2 3 3 - ¢5 3 3 3 ¢6 --3 ¢7 3 3 3 ¢8 3 3 3 ¢2P 2 2 - 06P --2 #14 ¢8P 2 2 2 ¢2PPB 1 1 - ¢6PPB --1 ¢8PPB & BPB 2 2 1 PPB & BPB COMMON 1 1 1 Ilium. St. Name Sign 1 1 1 Spares 3 3 3 TOTAL 24 27 23 3 3 3 3 6 6 3 3 6 6 6 6 2 2 2 2 4 4 1 1 1 1 3 3 2 2 2 2 6 6 50 50 - RED YELLOW (GREEN Simultaneous ."---GREEN O· 0 0 ® 0 w >¢7 & 8 2 C. BARE #12 COPPER FOR FUTURE 1.C. TO INTERSECTION STATION 26 + 25.00 NOTE 3 ' . ,J I I l i I I i I 12· 12· 12· I 7' I /J) I (fl I I ----. I ---------.._ I..._....___ ' \ R W ORA. CO. R 1 I 1/2 0 1 2 3 inches on original drawing 8' SIDEWALK 1 1 /2" C-3-DLC w _J r ¢5 1+5 PHASE ◄ .. RECALL 11>2 .. ◄ RECALL ¢6 1+6 2+5 .. .. DIAGRAM ¢7 NOT USED 2+6 • 7 f.---< ¢8 NOT USED 4 EXCLUSIVE PHASE PHASE SEQUENCE Luminaire 2 2 2 #10 Signal & Sign Common 1 1 1 2 1 1 -----f=--)-:-<._,5· ! ·--i -~ • --=-__ -::.::-+== :.:: 7-:l= NOTE: -E & CATV CROSSES P.C.H. 1 O' SOUTH OF B.C. PER S.C.E. DRG. UG-D-S-143-1 SHT. 1 OF 7 TOTAL ¢1 DETECTORS LOOP ¢2 ¢5 DET. ¢6 CABLE ¢7 ¢8 2 # 12 TOTAL Conduit Size BPB = BICYCLE PUSH BUTTON NOTES THIS 3 - - - - - 3 3 1/2' 3 3 3 -1 1 3 -3 1 -1 -3 3 --3 3 -- 7 4 14 3 3 2-3" SEE SHEET 1:Q FOR W41 SIGN & MARKINGS NOTE 3 SHEET: 1 1 3 1 3 3 3 14 2-3" 6-J-2U 6-J-2L ----+-_J 1. TRAFFIC SIGNAL AND HIGHWAY LIGHTING CONSTRUCTION SHALL CONFORM TO STATE OF CALIFORNIA STANDARD SPECIFICATIONS AND STANDARD PLANS (DATED JAN. '88) AND THE SPECIAL PROVISIONS. 2. CONDUCTOR SCHEDULE IS FURNISHED PS AN INSTALLATION GUIDELINE ONLY. IT SHALL BE THE CONTRACTORS RESPONSIBILllY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR THE INTENDED OPERATION. 3. UNLESS SHOWN OTHERWISE, INDUCTIVE LOOPS SHALL BE 6'x6' WITH 10' SPACING CENTERED IN LANE. NECESSARY STRIPING SHALL BE LOCATED PRIOR TO POSITIONING DETECTORS (SEE SHEET ~ 4. ALL CONDUIT SHALL BE 2" UNLESS SHOWN OTHERWISE. 5. ALL PULLBOXES SHALL BE #5 UNLESS SHOWN OTHERWISE. 6. PEDESTRIAN INDICATIONS SHALL BE lYPE "G" {SEE SPECIAL PROVISIONS) 7. INSTALL CALTRANS MODEL 170 CONTROLLER ASSEMBLY IN MODEL 332 CABINET, DETECTOR SENSOR UNITS CONFLICT MONITOR POWER SUPPLIES MODEM, ISOLATORS, OTHER MISCELLANEOUS AUXILIARY EQUIPMENT FOR THE OPERATION SHOWN, AND OPERATIONAL SOFlWARE, EXACT LOCATION BY CALTRANS FIELD ENGINEER. 8. INSTALL 120/24D V. lYPE Ill-BF SIGNAL AND LIGHTING SERVICE WITH THE FOLLOWING CIRCUIT BREAKERS: 1-4DA-IP (METERED SIGNALS), 1-30A-2P (UNMETERED LIGHTING), AND 1-15A-1P (METERED ILLUMINATED SIGNS). LOCATE SERVICE CABINET A MINIMUM OF 6" FROM CONTROLLER CABINET. 9. INSTALL PEDESTRIAN BARRIER & R49 SIGNS PER CALTRANS STD. PLAN ES-5F. I 1 // / 1 1/2" ~ 3-DLC #6. 0 I )" ; I I / ! L_; I i // ' I 1 I / L ... _ ..... ,-•---✓ ¢2P .. ____ _ ¢2P --------1 i ,......-----------·--+----·--·------·-/ ~ <---· ---·VV·--~----'-:.._...:-:::·-:;:·...:· ...:·:::·-··=---=·-=-...::::=...::::=--==~'::::·~--=· LIi~"- / / /" i ¢2 ----- - ------:7"" ----------~---... -1 .. ~;i: -------', I _ _. / f -/, I __ -· --/ / (0 / I -7;· -----1----2 __ -----··---------------------~ ___ .:\ -----_.1 ---• ------[J:J.:~----~-=-~~~t-.-1¢8P ~--------N ! ----· ------------'----------------,,,...... i ---------------~ i ' N i I t """' I -__ _/~_ , / ---lf~-----·-------: _____________ J I ------- / ~ I 11 PACIFIC COAST ~ ii =--======== ~~---=-·-/ ------------------• _____ ,. ----------·-------------· --·---------·--------~ ·1 ---------------~---------------·---·----------------------'1 ----------===~-====-===-======-==-=~ -------------------------------------~ I I , "' 1-l-1U ---1-----1 --------------------- ~ 405' /TO LIMfr LINE -------f--•• --/ I I I -----!---I / I -,---------------------- I I N N --------N- . . iNSTALL R10 (L+) SIGN 1--+t► 02 1--+t► ¢2 I INSTALL R73-2 SIGN INSTALL R 1 0 (L +) SIGN ' ¢7 I INSTALL R34 SIGN DETAIL "A" 07 I I / / / / I / /_, ---,, ____ ---________ ,. -------------- INSTALL R10 (L + SIGN 'NO'fE 9 N I ~----------------- ' I ' I STA. 265 + 94.44 , STA. 7 -76.31 P.H. RD. I INSTALL R73-2 SIGN ¢6.r---1 L;_/2\~-1 iil6 ◄-i-=f I 2" C, 2 #10 (LTGO ___ &_2 #14 (SIGN) ... -·-·-------- #6 0 5-J-1U 0) HIGHWAY (ROUTE 1) 405' TO LIMIT LINE N ---------· ------------------------· ----------------- N EXIST.' ·scE CONDUIT DEPTH = 5' --------N-~ I 05 F:::::S\". =:E-:-~l:~:T_::-:~:x:16:':. ~:l:P:;-E -==-==R_:: /..:-:-=::.:-:_:1=-::;--::/-:=.=. ;--::~:.-:3:_:::LC:~:::.,-::'.2':'.:-::. :4:~-:=D:L:=;C!;:::;~i;::~~~~~~ .c;8--,. ARCH CULVERT /vv Coil 1-DLC (FUTURE Lane) GI] INSTALL lYPE "E" TRAFFIC SIGNAL LOOP DETECTORS AT 10' SPACING, STARTING 1' INTO CROSSWALK. RIGHT-TURN DETECTORS (7-J-9L) SHALL HAVE A 5 SECOND DELAY. INSTALL 4" PAINTED MEDIAN. (DETAIL 29) Ar;=:======================= THIS RECORD DRAWING (SHEET 47) SHOWS REVISED LOCATION OF SPECIFIED IMPl~OVEMENTS AND /OR CHANGES TO EQUIPMENT, MATERIAL, AND INSTALL.ATION DETAILS IMPLEMENTED DURING CONSTRUCTION. THE CHANGES, AS SHOWN, ARE BASED ON INFORMATION PROVIDED BY THE CONTRACTOR MOUNT AT 17' SIGNAL EASEMENT RECORD DRAWING -' lO I I -, I ,.._ 10 TYP. ' I I I -------r-·----J I \ \ \ !,.,,,-~ \ L ~"\\\ '\ \ I !STING/ OPS 1 I I / / I I / I I ~ I 1: 1/2" ) / / NOTE 3 C, 3-DLC POLE DATA 2" C, 2 #6 (SIGNAL) ~NOTE 7 SIGNAL H.P. SOD. VAP. NO TYPE HEIGHT MA MA WATTS CD 19-3-8t1 30' 25 15' 250 G) 1A 1 o· --- 0 29-5-8'1 30' 55' 15' 250 0 19-3-8'1 30' 30' 15' 250 I 5' .I 29-5-8'1 30' 55' 15' 250 ( 6' 1A 1 o· ---'.J R W POLE SCHEDULE SIGNAL MOUNTING PED BUSH BUTTON VEH MA PED PHASE POLE QUAD SV-1-T MAS SP-1-CS 6 N/E SV-1-T TV-2-T -SP-1-C~ 8 S/E SV-3-TB 3-MAS SP-2-CS 8/6/8 S/E N/E S/W SV-3-TB MAS SP-1-CS 2 N/E SV'-1-T 3-MAS SP-1-CS -- TV-2-T --6 N/E ~ POTHOLE FOUNDATION PRIOR TO ORDERING POLES ■ BIKE PUSH BUTTON WITH BIKE SYMBOL SIGN. P.H. RECORD DRAWING. REVISED LOOP LOCATION. PIRZADEH & ASSOCIATES, INC. SUBMITTED BY 3117 /08 APPROVED CALTRANS-TRAFFIC REVIEWED BY APPROVED BY Coil 1-DLC (Future Lane) 2-l-2L 2-l-2U ---------------·-·------ N "' EXIST. SERVICE SEE SHEET 40 FOR W41 SIGN & MARKINGS NOTE 3 I----P'8™T Ef+.A.NGHeLE,-------- *POLE LOCATION TYPE "A" SIGN A B (DOUBLE FACE) -8' Coast Hwy. 1 o· -xx Rod.P+. Rod.P+. Newport Coast Dr. Rod.P+. Rod.P+. xx -6' Newport Coast Dr. 6' -xx * EXACT LOCATION BY CALTRANS FIELD ENGINEER DATE SHEET UNDERGROUND STRUCTURES PRE~ARED UNDER THE SUPERVISION OF ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS ~R=EF~E=R=E=NC=E~R~·=58=Z7~-S~--DATE 4-17-89 A INSTALL DETECTOR LOOPS IN NB APPROACH. INSTALL STRIPING. REMOVE EX DETECTOR LOOPS. (PIRZADEH & ASSOCIATES, INC.) TRAFFIC SIGNAL PLAN AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY ANO TO HOLD UNDER- SIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED; NOT INDICATED ON THE PUBLIC RECORDS exAMINED: LOCATED AT VARIANCE WITH THAT REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN ANO ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THe OWNE.RS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. HILBERT WILLIAM DICKSON RC.E. No. 19417 TRAFFIC ENGINEERING l-lerman CONSULTANTS kimmel and Associates 3300 IRVINE AVENUE, SUITE 180, NEWPORT BEACH, CA92660 (714) 852-8616 C]w6ert (J3ein, Wi{/1am Prost d;zLssociates PROFESSIONAL ENVIFWNMENTAL ENGINEERS & PLANNERS 88-04 P.H. SH. S.H NO. BY MISC. AS-BUILT REVISIONS CHANGED STREET NAME EXT. 2"C #6 SERV. TO REV'D. P O.C. DESCRIPTION REVISIONS 3116107 ,_ _________ _, 5115191 APP'D DATE RCENO ------'< DATE FIELD BOOK DESIGNED HWD CHECKED SCALE 1"" ~ 20, DRAWN D.R. DATE 10-88 COAST HWY. @ NEWPORT COAST DR. REF R-5827-S OF 47 69 T-5978-S