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7644 CONDUCTOR SCHEDULE PHASE DIAGRAM GENERAL NOTES .4F0 SIZE' )WL► CONLYIIT RUNS .� DETECTOR ASSIGNMENTS OR C.lBLE' PfIdS'E' OR 4 _ _ 1. ALL WORK, MATERIAL, AND EQUIPMENT SHALL CONFORM TO THE NOT Q © ®Q � I IIET. W'IE'LD TE'RJ� USED TYPE' - CIJ4Y,711T 1 4 02P , -- -- «' g' REQUIREMENTS OF THE STATE OF CALIFORNIA DEPARTMENT OF 1 8 I NO SPECIFICATIONS " SLOT �NNEL"7ION SPECIFICATION DATED JULD ST Y 992 AND THE SPECIAL POLE 1 1 1 1 1 1 1 2 3 4 15 ' 1 6 ✓ 2 U T3 -5 & 6 PROVISIONS FOR THIS PROJECT. ; 12 - 114 1 14 POLE 2 1, 1 1 1, W ' ' 2 6 ✓ 2 L T3- & 8 ++ 3 6 ✓ 3 U T3 -9 >0 2. LOOP DETECTORS SHALL BE 6' X -6' CENTERED IN LANE SPACED POD 3 1 1 - - ♦_ 06 P � NOT _j f ' 10 APART IN DIRECTION OF TRAVEL UNLESS OTHERWISE h 4 6 ✓ 3 L T3 - 12 SHOWN. ALL LOOP DETECTORS, EXCEPT LIMIT LINE LOOPS, SIGNAL POLE 4 - 1 1 1 - _ - _ �- USED ' N 1 5 6 ! U T5 -1 & 2 SHALL BE TYPE "B" INSTALLATIONS. LIMIT LINE LOOPS SHALL CABLES _ _ _ , 6 1 I 1 U T2 -1 & 2 BE TYPE D CONFIGURATION. LOOP MARE SHALL BY TYPE "2", POLE 5 1 1 _ - - 5 6 7 8 ' ` — — — — — - 7 e ! 6 U T5 -9 >0 AND LOOP DETECTOR LEAD - IN CABLE (DLC) SHALL BE TYPE POLE 8 8 ✓ 6 L T5 -11 12 "e ". ALL NECESSARY STRIPING SHALL BE LOCATED PRIOR TO EMERGENCY OPERATION - FLASH ALL PHASES RED r , 9 8 ! 7 U T2-7 a 8 POSITIONING OF DETECTORS. 1 10 2 12 U Te -9 10 3. ALL PULL BOXES SHALL BE NO. 5 UNLESS OTHERWISE NOTED. TOTAL CABLES (3 CAND 112 CAND) 4 .3 4 2 zy W ING � 11 2 12 L T2_7 8 E. V.P.E. DETECTOR MOU DETAIL 12 2 1311 T2 -9 d' 10 4. LUMINARIES SHALL BE FULL CUT -OFF WITH TYPE IV PHOTO N0. f0 LUMINAIRE 2 2 2 2 13 2 13 L T2- // & 12 ELECTRONIC UNIT. 1 1 — — — — E.V.P.E. I 14 5 ✓ 1 U T3 -1 & 2 5 ALL NEW VEHICLE HEADS SHALL HAVE BACKPLATES AND 12" 2 3 — — 3 DETECTOR 15 4 16 U T4 -9 et >0 GLASS LENSES ALL VEHICLE SIGNAL SECTION HOUSINGS, APPROACHING 3M OPTICOM 16 4 16 L I � 2 -11 & 12 VISORS, AND BACKPLATES SHALL BE METAL DLC 3 - - - - 17 � I �' U ?6 -1 VEHICLES � \ TYPE B 4 3 3 3 - ATTACH OPTICOM UNIT + 1 PPB ,2 1 12 U T8 -4 & CO,Y 6 6• PEDESTRIAN INDICATIONS SHALL BE TYPE "G ". 5 1 - - 1 TO MASTARM WITH PPB 4 112 L T8 -5 & t� COY 6 � AB -121 ASTRO , 7. PEDESTRIAN PUSH BUTTON SIZE AND MOUNTING HEIGHT SHALL + COW 9 CONFORM TO THE AMERICANS WITH DISABILITIES ACT, PPB 6 I > 3 U T8 - 7 6 4 4 — — MINI — BRAG" OR EQUAL , 1 "ACCESSIBILITY GUIDELINES FOR BUILDING AND FACILITIES." 7 - - - - aQ�` 1 � - EVA 4 5 ✓ 1,2 U 19 -4 & CON 6 8. ALL SIGNAL POLE STANDARDS SHALL HAVE ANCHOR BOLT Eve 4 J 1 3 U T9 -7 & COy 9 COVERS. 8 3 - - - STAINLESS � EvC > 6 .1 12 L 15 -5 & CLOY 6 TOTAL DLC 15 7 3 4 SIGNAL MAST ARM � �� STEEL BAND � � ' 1 EVD 8 ✓ 1 L 15 -8 & COrY 9 9. CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION J J + GUIDELINE ONLY. IT SHALL BE THE CONTRACTOR'S EVPE —DLC 4 2 2 $I -101MV ON PLANS: W I S , �j� , RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS �� �� J _ REQUIRED FOR THE INTENDED OPERATION. SIGNAL INTERCONNECT CABLE(9C) 2 - - 1 � - C --' 2"1 CONTRACTOR TO COORDINATE SERVICE START -UP WITH SDG&E TO ILLIAWA TED STREET MAW 9GN (110) 2 2 2 2 I �. S ) � MEET SCHEDULED TESTING AND TURN —ON DATES. CONDUIT SIZE 2— i IVY I % Q� . \ `+ yNSTAU R49 , 11. THE SHOWN LOCATION OF ALL EXISTING UNDERGROUND FACING SOUTH UTILITIES IS APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING THE SUBSTRUCTURES, WHETHER 6 � I SHOWN HEREIN OR NOT, AND PROTECTING THEM FROM DAMAGE. C " THE EXPENSE OF REPAIR OR REPLACEMENT OF SAID 1 2 C 5 DLC 3 SUBSTRUCTURES SHALL BE BORNE BY THE CONTRACTOR. HAND I 2 -- I DIG FOUNDATIONS UN71L CLEAR OF SUBSTRUCTURES, IF 06P REQUIRED. TO PROTECT UTILITIES, PHONE "UNDERGROUND 0,4P 4 1 SERVICE ALERT" AT (800) 422 -4133 PRIOR TO CONSTRUCTION. 06 o z 05 — — -- -- — -- ,� - -- 2 "C,DLC -- -- --- - -- - -- - -- ---------- - - - - -- - -- CONSTRUCTION NOTES FT 3 3 3 3-- - -- 1❑ INSTALL TYPE 170 CONTROLLER WITH BI -IRAN 200SA SYSTEM , RNS 1 , SOFTWARE INCLUDING A — MODEL 400 MODEM MODULE, AND ALL YIELD 0 AUXILIARY EQUIPMENT NECESSARY TO PROVIDE THE INTENDED 4 4 4 4 250' TO 1 DETECTION AND OPERATION IN A MODEL 332 ALUMINUM CABINET ON LEUCADIA BOULEVARD 06 T LINE A NEW FOUNDATION. CABINET SHALL BE EQUIPPED MATH BEST LOCKS. _ _ _ _ _ _ — — — — — — — — — — R73 -2 4 — — — — — i _ — — — — — — �� N — — — — — — — — — — — — 2 — � — — 02 INSTALL 120/240V TYPE III —BF SIGNAL AND LIGHTING _ _ _ _ — , 5 5 OPTICOM FO 1 LIGHTING BREAKER. SIGNAL CIRCUITS SHALL BE 120V METERED 04 EWE � 01 AND LIGHTING SHALL BE 120V UNMETERED. 12 +00 + 15+ g Q g 17 +00 �3 FURNISH AND INSTALL EMERGENCY VEHICLE PRE— EMPIION 16 +00 DETECTOR ASSEMBLY (OPTICOM) ABOVE SIGNAL HEADS AT 5 14 14 , 14 11COM FOR 5 ^ LOCATIONS SHOWN ON PLAN BY "Y SYMBOL OPTICOM SMALL BE 08 3M OPTICOM PRIORITY CONTROL SYSTEM, MODEL 521. SEE 02 11 `r ��' 0 2 13 13 13 1 �4 R73 -2 E.V.P.E. DETECTOR MOUNTING DETAIL THIS SHEET. 250' TO I 02 r ( �4 INSTALL SIGNS ON MAST ARM PER STANDARD PLAN ES -6T, UAII T LINE 0 2 _ 12 12 12 2 "1 DLC DETAIL "U. 4 4 __ ______ ______ ____________ I Q5 PLACE SIGNAL INTERCONNECT TO FUTURE SIGNALS AT 1— --------------------- ---- - - - - -- - -- 5/LEUCADIA BOULEVARD AND AT SAXONY ROAD/LEUCADIA BOULEVARD. PLACE 2" INTERCONNECT CONDUIT IN PARKWAY 41 0 -- -- -- -- -- -- -- -- -- -- -- _ - -r - BEHIND SIDEWALK, TO APPROXIMATELY 575 FEET WEST AND -- -- -- -- -- -- —' Q APPROXIMATELY 1300 FEET EAST TO SAXONY ROAD TRAFFIC 5 2 "C,0LC 2 "C, 3 DLC 2P 2P 04 f2 5 I , __ " :s == 5 SIGNAL PLACE lei PULL BOXES AT 200' MAXIMUM INTERVALS. fL1 INTERCONNECT CABLE TO BE 2 -3 PAIR 120 SHIELDED, 9 8 1 1 R Z TWISTED CABLE. CONDUCTORS TO BE TWISTED IN PAIRS. 2 "C 4 DLC I C,3 DLC I INSTALL R49 �, PLACE CONDUIT IN 2 -1/2 INCH SLEEVE AT DRIVEWAY , NG NORTH f , uj AND PAVED INTERSECTION CROSSINGS. t I I LEFT - 9 8 1 I TURNS 1 - YIELD I A 8 i 12" WHITE (TYP.) I o+ POLE AND EGUIPEMENT SCHEDULE 5 AyN e ST�INIIARD N%ifRP SIGNAL J/OUATINC PE,0 PB E'YPE' 1AT'E'RN�ILLY PLdCEJ(BNT ° �; �; JfAsT .4RY O. TYPE' ffPS YE'fIICLE' PAW PAA.S' 4YI�lD PfI.4SE' ILLUJfIN11TEIl � B RE�dR,dGS' 8 , , SIC ,YIAT STRE'E'T AWAr ' ' 4 E I1, 06,08 Urania A ve - , MOUNT 08 EWE A T END CURB ` 29 -5 -70 50 15 25OW 3 -MAS SV -1 -T SP -1 -T p� Ave 6 6 MAST � �+ � I l i 2 17 -3- 70 15' 12' 25OW MAS SV -1- T SP -1- T 6 S - Leucadio blvd 6' 5' 0 EWE; SEE (D a 2 "C,DLC - - _ 3 1 -A(10) - - - - TV -2 -T - - - - - 22 ' 1 .15' POLE PLACEMENT DETAIL AS BUILT DRAWINGS _ _ _ - _ _ _ W � 4 1 -A(10) - - TV -1- T 5�° -1- T 6 N 9' 4' NOT TO SCALE 5 26-4-70 45' 15' 25OW 2 -MAS SV -2- T SP -1- T 2 S 02, 04, 05 Uron1 A _ 11.5 T M OUNT 04 EWE ON END N A N = i ' 6 17 -3 -70 15' 12' 25OW MAS SV -2 -T SP-2- 2/4 N/t - Leucadia Blvd 14' 7' 0 E WE, SEE RICHARD E . B DATE ( �� a, ► - I ,� J �► NOLTE and ASSOCIATE a \ �► En eery / Planners / &wve or o Jo Zo 30 40 so 80 �,.r � � CENTER Loaf � Y r%b 7 IN NORTHBOUND 1m � mu E oxm sm r Mm a wre (wh to-ow W N SCALE 1" 20' - - _ _ _ j g LANE t SCALE DLSiGNL ` DRAWN Y CtIrCKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N O. z a REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK n AS /!su tVrAWING75 15 -o PLANS PREPARED UNDER SUPERVISION OF RECOMM DE A 0 SIGNAL PLAN FOR THE INTERSECTION OF TS - ��6 v DESCRIPTION: SD CO STD DISC IN SZW W STMPD OC 173. 1969 HORIZONTAL 1"=20' DATE: Z��3 -yt BY: BY: - LEUCADIA BOULEVARD AND URANIA AVENUE 0012-SI' LOCATION: SE CORNER OF 1 -5L LEUCADIA BRIDGE 31 _ LLO J. HOLT ALAN D. ARCHIBALD k •� . RECORDED FROM: S.Q. CO. VERT CONTROL PG 127 DATE: DATE: - VERTICAL NSA R. C. E. No: =- � � _g � JAMES R. HETTIN R 12 -31 -00 18189 R.C.E. 2 ELEVATION: 174.53 D ATUM: M.S.L. EXP: R.C.E. 1869 WORK PROJECT N0. CMS95D SHEET 1B OF ZS Ell 1/29/98 PATH: N:\SD0019\00\DRAW11\TS1A.DWG N4EW