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7856POLE AND EQUIPEMENT SCHEDULE STANDARD LfhrfYVH SIGNAL Jf0UINTIN0 PED PB FVPE * *INTERNALLY ILLUMINATED STREET NAME PLACEMENT REMARKS N0. TYPE MAST ARM h'PS VEHICLE RED HAS QUAD PHASE A B SIG KIN 029-5-70 7 50' 15' 25OW 3 -MAS SV -1 -T SP -2 -T 6 4 s E - Mira Costa Coll 7' 10' REUSE EXIST AND HEADS O 15* - )0'* 250W - SV -1 -T* SP-2- 4 6 W S - - EXIST. EXIST. EXIST EQUIPMENT TO REMAIN ADJUST SIGNAL HEAD O3 26 -4 -70* 40' 15' 25OW 2 -MAS SV -3 -T SP -1 -T* 4 W 01,02,05,06 Mira Costa COH EXIST EXIST AND LUMNARE ARM DS 4 23 -3 -70* 35'* - - MAS* SV -2 -T SP -1 -T* 4 E 04 Manchester A venue EXIST. EXIST. EXIST EQUIPMENT TO REMAIN ADD SIGNAL HEAD 01 6 113 U T8 -7 & CDM 9 3 Ev A 2, 5 112 U T9 -4 & COM 6 EV(B) 4 J 13 U I T9 -7 & COY 9 EV(C) f, 6 J 12 L TYPE B 4 * EXIS77NG EQUIPMENT RS REMOVE AND SALVAGE RR REMOVE AND RELOCATE OR REUSE EXIS77NG EQUIPMENT ** STREET NAMES DESIGNATED WITH UPPER CASE FOR FIRST LETTER OF EACH WORD ONLY. INTERNALLY ILLUMINATED STREET NAME SIGN TO USE 3M SCOTCHL17F DIAMOND GRADE VIP SHEETING �Q. Q EXIST. 1 -1/2" CONDUIT\ / \I ,�—EX/ST. 1 -112" CONDUIT 4 I X {ST. DETECTOR LOOP -J 02 0 GENERAL NOTES ®(PEDESTRIAN HEADS) 16 & LUMINAIRE) )j ® (POLES & MASTARM 1 EX /ST. 1 -1/2" CONDUIT O9 L— — EXIST. R/W / 1. ALL WORK MATERIAL, AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS AND STANDARD SPECIIFICA77ONS DATED JULY, 1992 AND THE SPECIAL PROVISIONS FOR THIS PROJECT 2 LOOP DETECTORS SHALL BE 6'X6' CENTERED IN LANE SPACED 10' APART IN DIRECTION OF TRAVEL UNLESS OTHERWISE SHOWN. ALL LOOP DETECTORS, EXCEPT LIMIT LINE LOOPS, SHALL BE TYPE 'B' INSTALLATIONS. LIMIT LINE LOOPS SHALL BE TYPE V CONFIGURATION. LOOP WIRE SHALL BE TYPE Y. AND LOOP DETECTOR LEAD -IN CABLE (DLC) SHALL BE TYPE 'B' ALL NECESSARY STRIPING SHALL BE LOCA7ED PRIOR TO POSITIONING OF DETECTORS. J. MAINTAIN EXIS71NG ADVANCED LOOPS, EASTBOUND AND WESTBOUND MANCHESTER AVENUE. MAINTAIN EXISTING HARDWARE AND DETECTORS ON MIRA COSTA DRIVEWAY. 4. ALL PULL BOXES SHALL BE NO 5 UNLESS OTHERWISE NOTED, PLACED AT 200 FEET MAXIMUM. 5. LUMINAIRES SHALL BE FULL CUT-OFF WITH TYPE IV PHOTO ELECTRONIC UNIT. 6. ALL NEW VEHICLE HEADS SHALL HAVE BACKPLATES AND 12" GLASS LENSES ALL VEHICLE SIGNAL SECTION HOUSINGS, VISORS, AND BACKPLA7ES SHALL BE METAL. 7 PEDESTRIAN INDICATIONS SHALL BE TYPE 'G'. 8. PEDESTRIAN PUSH BUTTON SIZE AND MOUNTING HEIGHT SHALL CONFORM TO THE AMERICANS WITH DISABILITIES ACT, `ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES" 9. CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR 7HE INTENDED OPERATION. la CONTRACTOR TO COORDINATE SERVICE START -UP WITH SDG &E TO MEET SCHEDULED TESTING AND TURN -ON DATES. 11. THE SHOWN LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCA77NG THE SUBSTRUCTURES, WHETHER SHOWN HEREIN OR NOT, AND PR07EC77NG THEM FROM DAMAGE. THE EXPENSE OF REPAIR OR REPLACEMENT OF SAID SUBS7RUCUTURES SHALL BE BORNE BY THE CONTRACTOR. HAND DIG FOUNDATIONS UNTIL CLEAR OF SUBSTRUCTURES, IF REQUIRED. TO PROTECT UTILITIES, PHONE "UNDERGROUND SERVICE ALERT" AT (800)422 -4133 PRIOR TO CONSTRUCTION. REVISIONS I APPROVED I DATE I REFERENCES I DATE IVA NCHES TER 12 e 05 12 12 %. —_ 10 10 ll -2 I 016 I p I D� )I I 0�* s i 4 a L & L I i 4 3 s 7< !. 6> �17 I / I I I I 1 11 \` � 17 � Q � 71' 05> 1 �17 6> I I � 1 �15> <16> <17�0, 6f /-(MAST ARM & SIGNS) 2 I HEADS MRN ONLY C +00 HEADS 5 12 0 I _ — — R -73 -5 — EVPE 02 05 Oy 04* 01 EWE04 6 a 02* CONSTRUCTION NOTES * 1 -1/2" 5 DLC O 13 4 RECONFIGURE EXISTING TYPE 170 CONTROLLER FOR PHASED OPERATION INDICATED. REUSE EXISTING MODEL 332 CABINET PROVIDE NECCESSARY ACCESSORIES TO ACCOMPLISH THE PHASING AND OPERATION SHOWN. 2 EXIS77NG SDG &E TRANSFORMER AND 120V SERVICE CABINET TO REMAIN. F3 FURNISH AND INSTALL EMERGENCY VEHICLE PRE- EMPTION DETECTOR ASSEMBLY (OP7ICOM) ABOVE SIGNAL HEADS AT LOCATIONS SHOWN ON PLAN BY `Y' SYMBOL. OP71COM SHALL BE 3M OP71COM PRIORITY CONTROL SYSTEM, MODEL 521, SEE EVPE DETECTOR MOUNTING DETAIL THIS SHEET 4. INSTALL SIGNS ON MAST ARM PER STANDARD PLAN ES -6T, DETAIL V. 5. CONTRACTOR SHALL FURNISH AND INSTALL ALL TRAFFIC SIGNAL STANDARD MOUNTED SIGNS AND PERFORM REMOVAL OF ALL STRIPING AND MARKING IN CONFLICT WITH THIS PLAN BY SAND- BLASTING. R6 REDIRECT LEFT TURN SIGNAL, ORIENT TO REVISED 05 LEFT TURN LANES F7 REDIRECT THROUGH SIGNAL; ORIENT TO REVISED 02 LANE STRIPING. 8. ALL EXISTING EQUIPMENT NOT DESIGNATED AS RS OR RR SHALL BE DEMOLISHED OR SALVAGED AT CONTRACTOR'S DISCRETION. 9. ALL CONDUITS TO BE PVC SCHEDULE 40 EXCEPT WHERE SHOWN OTHERWISE. ALL CONDUITS ENTERING A FOUNDA77ON TO BE 2" OR GREATER. 10. PROVIDE ANCHOR BOLT NUT COVERS FOR ALL STANDARDS. 11. EXISTING CONDUIT RUNS SHALL.BE ABANDONED UNLESS SHOWN OTHERWISE. 12 REMOVE EXISIING DETECTOR LOOPS AND RUNS TO PULL BOXES. 13 EXISTING STANDARD AND SIGNAL HEADS TO REMAIN; SEE POLE AND EQUIPMENT SCHEDULE. 14 EXISTING DETECTOR TO REMAIN. EXTEND NEW LEAD -IN TO PULL BOX. 15 MOUNT 0 6 SIGNAL HEAD 17' HIGH. 16 1 -3" CONDUIT EXISTING,' PLACE ADDITIONAL 3" CONDUIT. BENCH MARK SCALE SCRIPTION: BRASS DISK STAMPED T 131 1933 CATION: ROAD S 21 0.55 MILES N OF INT. HORIZONTAL 1 " =20' CHESTERFIELD DR., TOP OF 24" SD HDWL UNDER SCSF RR, 72.5' S OF MP 80, 8.5' E OF E RAIL VERTICAL VATION: 73.55 DATUM: USC &GS NAVD 88 E. V.P.E. DETECTOR MOUNTING DETAIL ❑3 IAPPROACHING VEHICLES SIGNAL MAST ARM SHOWN ON PLANS: E.V.P.E. DETECTOR 3M OPTICOM ATTACH OPTICOM UNIT TO MASTARM WITH AB -121 ASTRO MINI -BRAC" OR EQUAL STAINLESS STEEL BAND PHASE DIAGRAM DET. N0. ' NOT 1 1 6 USED T3 -5 & 6 1 2 3 4 3 06Py NOT NOT 4 > USED USED 5 6 7 8 EMERGENCY OPERATION - FLASH ALL PHASES REQUIRED " 2 DLC / 1 +22 W 4 4XI_ - (E IST. C LpppS iC10R _A 3 _ / _ 4� .31 _ _ -� '0'1'06 / ® (MAST ARM & SIGNS) �- �- 04P* (POLES, HEADS & LUMINAIRES -- O A 12" WHITE (TYP.) a 5' MIN. B ' - CURB � a PCR �+ I POLE PLACEMENT DETAIL NOT TO SCALE GRAPHIC SCALE 0' 10' 20' 30' 40' 60' '30' 5' 15' SCALE 7'= 20' PLANS PREPARED UNDER SUPERVISION OF DATE: A. R.C.E. NO: 31756 JAMES R. HETTINGE EXP: 12 -31 -00 DETECTOR ASSIGNMENTS DET. N0. PHASE SLOT FIELD TERM CONNECTION 1 6 12 U T3 -5 & 6 2 6 J 2 L T3 -7 & 8 3 6 J 3 U T3 -9 & fO 4 > 1 f U T2 -f &2 5 f 1/L T2 -3 &4 6 6 J 3 L T3 -if 12 7 6 J4U T5 -1 &2 8 2 12 U T2 -5 & 61 s 2 12 T2 -7 &8 10 2 13 U T2 -9 & f0 11 2 13 L T2 -11 & 12 12 5 J f U T3 -1 & 2 13 5 J f L T3 -3 & 4 14 2 14 L T4 -3 & 4 15 4 16 U T4 -9 & /0 16 4 16 L T4 -11 & 12 17 4 17 U T6 -1 & 2 1 1 PPB 4 112 L T8 -5 & COaf 6 PPB 6 113 U T8 -7 & CDM 9 3 Ev A 2, 5 112 U T9 -4 & COM 6 EV(B) 4 J 13 U I T9 -7 & COY 9 EV(C) f, 6 J 12 L TYPE B 4 APPROVALS RECOM NDE f BY: L �J/ HOLT BY: DATE: 7� �^E DATE RCE: 18189 RCE: i r° r r �y L ro V � `r s CONDUCTOR SCHEDULE AFO SIZE OR TYPE CABLE PHASE POLE CIRCUIT CONDUIT RUNS 0® 0© 0 3 - #14 12- f/14 POLE O 1 1 1 1 POLE O2 1 1 1 1 POLE O 1 SIGNAL CABLES POLE O4 1 1 1 1 TOTAL CABLES (3 COND 112 COND) 4 4 1 1 2 2 1 1 1 1 NO. 10 LUMINAIRE 2 2 - - 2 2 2 1 1 1 1 2 3 3 2 DLC 3 NOT USED TYPE B 4 5 2 2 6 6 6 6 3 7 NOT USED 8 NOT USED TOTAL DLC 12 7 7 3 5 0 2 EVPE - DLC 3 - - - 2 1 1 SERVICE (16) 2 2 2 2 - ILLUMINATED STREET NAME SIGN (/10) 2 - - - 2 2 2 CONDUIT SIZE 3: *2" 2" I%2 2%2 *Z," 2" *EXISTING EQUIPMENT T9 -5 & COdf 6 NEII"y � No, 31756 AS BUILT DRAWINGS E1p.12_31 -M Q� (,- I k- 0 / s9lF OF cm-\F ��\* RICHARD E BER DATE d 191^ GN U Z N a U N N 16 Q O CITY OF ENCINITAS ENGINEERING DEPARTMENT MANCHESTER WIDENING ENTRANCE TO MIRA COSTA COLLEGE TRAFFIC SIGNAL PLAN WORK PROJECT NO. CMS96F TS1.DWG O ASSOCIATES 01 Iers /Surveyors Z ago 1, SAN DIEGO, CA 92120 (019) 305 -0500 Lij DRAWING NO. Z cn t0 TS -0/8 W SI -0021 a z Z o Z = SHEET 15' OF, 15� W a N:ASD0442 \00 \CADD \TS1.D1tiG /�I001