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7859 EQUIPMENT SCHEDULE CONSTRUCTION NOTES DETAIL "All ® CONDUCTOR SCHEDULE STANDARD PLACEMENT SIGNAL MOUNTING AND PLACEMENT DETECTOR ASSIGNMENTS P CONDUIT RUN AND SIZE DIMENSIONS 1❑ FURNISH AND INSTALL TYPE 170 CONTROLLER IN MODEL 332 OPTICAL DETECTOR ASSEMBLY AWG SIZE H POLE OR „ " " �° „ �° " LOC. REMARKS ALUMINUM CABINET INCLUDING THE NECESSARY ACCESSORIES DETECTOR SLOT FIELD OR A 3 3 3 2-3 2-3 2 3 3 MASTARM VEHICLE PEDESTRIAN " „ PHASE CABLE TYPE S CIRCUIT TYPE B. E. C. TO PROVIDE THE PHASING SHOWN ON THIS PLAN. CONTROLLER 3M OPTICOM DETECTOR NUMBER NUMBER TERMINALS Al � � � Q 6 � - SIG. LUM. POLE MASTARM SIGNAL PPB UNIT SHALL BE EQUIPPED WITH ONE BI-IRAN MODEL 412C _ 1 2 12U 12-5 & 6 E 1 2 3 PROGRAM MODULE, ONE MODEL 404 MODEM, ONE BLANK MODEL APPROACHING SV-2-TB MAS 1D• 250W HPS ® ® 27256 EPROM PROGRAMMING CHIP, TWO MODEL 262 DUAL PRIORITY AB-121 VEHICLES 2 2 12L T2-7 & 8 NO.14 CABLES 2 0 2 24-4-70 35' 12' SEE PLAN 6 8 "Via Molena" DISCRIMINATOR CARDS, AND TYPE 200SA LOCAL INTERSECTION ASTRO MINI-BRAG 3 2 13U T2-9 & 10 C 1 1' 1 A o MAS © OR EQUAL 4 6 J2U T3-5 & 6 0 C POLE - B 1 1 1 J CONTROL PROGRAM. PROVIDE PULLOUT TABLE UNDER CONTROLLER. N 3 0 POLE - C 121 2 1 2 1 2 1 2 1 21 �SV-1-T SP-1 -T 250W HPS ® ® ® PROVIDE BATTERY BACKUP POWER SYSTEM FOR SIGNAL. THE CABINET 5 6 J2L T3-7 & 8 SHALL BE EQUIIPPED WITH BEST LOCKS. ALL EQUIPMENT SHALL BE ON 6 6 J3U T3°9 & 10 D N POLE - D 1 1 1 1 1 1 1 1 17-3-70 20' 12' SEE PLAN ® MAS ® gp 8P 'Via Cantebria" THE CURRENT STATE OF CALIFORNIA "QUALIFIED PRODUCTS LIST". 7 1 11U T2-1 & 2 C � POLE - E 1 1 1' 1 El INSTALL TYPE 111 BF SIGNAL AND LIGHTING SERVICE PER SDG&E ® • 8 8 J6U T5-9 & 10 T C SV-1-T SP-2-T 2P 250W HPS ® ® REQUIREMENTS. PROVIDE 50A-1P SIGNAL METERED CIRCUIT BREAKER, 9 8 J6L T5-11 & 12 0 1 2 T 17-3-70 20' 12' - 12.5 2.5' MAS 2� , " 15A-1P I.I.S.N.S. UNMETERED CIRCUIT BREAKER AND 240V 30A-2P�a Molena 2P 2P 112U T8-4 & COM6 R 0 UNMETERED LIGHTING CIRCUIT BREAKER. SEE STANDARD PLAN ES-2E R FOR DETAILS. 8P 8P 113E T8-8 & COM9 250W HPS EVA 2 J12U T9-4 & COM6 TOTAL CABLES - 3 CON / 12 CON 2 1 3 2 4 35 6 5 61 1 T1PE - 12' - 12.5 2.5' - ° - 2P INSTALL EMERGENCY VEHICLE PRE-EMPTION EQUIPMENT (3M OPTICOM). EVC 6+1 J12L T9-5 & COM6 10 IISNS 2 2 2 2 0 2 MOUNTING HARDWARE AND CABLE SHALL BE FURNISHED BY CONTRACTOR. EVD 8 J13L T9-8 & COM9 SEE DETAIL "A" THIS SHEET. MAST ARM _ 10 LUMINAIRES 2 2 2 2 2 0 2 „ " FLASH 1140 T8-10 & COM12 8 GROUND 1 1 1 1 1 0 1 TV-1-T SP-1 -T ® INSTALL MAST ARM MOUNTED SIGN. MOUNTING DETAIL ES-6T, DETAIL U , E 1 -A - - 12 5 - 2.5' 2P " STAINLESS �CALL DELAY (10 ) 1�• 2P STANDARD PLANS. SIGN TYPE AS NOTED ON PLAN. SEE MAST ARM 6 SERVICE 0 0 0 0 0 0 0 MOUNTED SIGN" DETAIL THIS SHEET. STEEL BAND DO NOT USE CALLING DETECTORS 1 LOOP 1 1 1 • RED ARROW, YELLOW ARROW, GREEN ARROW ® INSTALL INTERNALLY ILLUMINATED DUAL FACED SIGN. SEE EQUIPMENT 2 LOOP 1 1 1 SCHEDULE FOR LEGEND. USE UPPER AND LOWER CASE LETTERS. OTHER SIGNS MAST ARM MOUNTED SIGNS GENERAL NOTES TYPE '°B°' DLC 6 LOOP 3 3 3 © CONTRACTOR SHALL PULL SIC CABLE THROUGH NEW CONDUIT AT 8 LOOP 2 2 2 2 2 1. THE LOCATION OF ALL UNDERGROUND UTILITIES IS APPROXIMATE. THE CONTRACTOR SHALL ENCINITAS BOULEVARD/VIA CANTEBRIA INTERSECTION AND CONNECT TO DETERMINE THE DEPTH OF ALL UTILITIES, INCLUDING THOSE NOT SHOWN ON THESE PLANS, THE CONTROLLER. STOP R1 R1 -4 AND VERIFY ALL CONDITIONS ON THE JOB. ®7 CONTRACTOR SHALL SANDBLAST EXISTING PAINTED MEDIAN IN IT'S (EXISTING) "u wAV (EXISTING) R96 R73-3 R34-2 R34 TOTAL 0 2 2 3 7 7 4 2 EVPE 1 1 1 1 1 1 0 2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITIES AND NO U TURN AGENCIES AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION. 6+1 EVPE 1 1 „ 10° „ SPEED SPEED POLE A POLE C POLE B 3. ALL LOOPS SHALL BE 6 DIAMETER TYPE E WITH 10 SPACING IN THE DIRECTION OF TRAVEL 1 -"Ir�'1t'-1 LIMIT R2(30) LIMIT R2(40) o @ DLCM 8 EVPE 1 1 1 1 AND CENTERED IN TRAVEL LANE. LOOP SEALANT SHALL BE HOT MELT OR APPROVED EQUAL. ® (EXISTING) �® (EXISTING) SEE STANDARD PLAN ES-5A AND ES-5B FOR DETAILS. LOOP WIRE SHALL BE TYPE 1 WITH TOTAL 1 1 2 2 3 3 0 TYPE B LEAD IN CABLE. FRONT LOOPS SHALL HAVE 5 TURNS. ALL OTHER LOOPS SHALL HAVE 1' S' 3 TURNS. eECR SIC 12PR#19 0 0 0 0 1 1 1 4. ALL PULL BOXES ARE NUMBER 5, AND CONDUIT IS 2 INCH UNLESS NOTED OTHERWISE. 10' CROSSWALK PHASE SEQUENCE DIAGRAM TOTAL CONDUCTORS / CABLES 9 11 14 17 27 2 12 LKS TO BE LOCATED 5. ALL SIGNAL HEADS SHALL BE TWELVE-INCH IN DIAMETER WITH BACK PLATES AND GLASS IN FIELD, APPROVED BY THE VEHICLE AND LENSES. ALL RED SIGNAL INDICATORS SHALL BE LED. �1 a t2' ENGINEER AND DISTANCES PEDESTRIAN ®10 NOT NOT NOT ®�® NOT 4 NOTE: RECORDED BEFORE CUTTING MOVEMENTS �r"® USED USED USED USED 1 INSTALL W41 SIGN TO SIGNAL AT VIA 6. PEDESTRIAN HEADS AND SIGNS SHALL BE INTERNATIONAL SYMBOLS. PEDESTRIAN SIGNALS SHALL LOOPS. ON EXISTING STREET CANTEBRIA/VIA MONTORO BE TYPE G. PEDESTRIAN PUSHBUTTONS SHALL BE 2" DIAMETER WITH A MAXIMUM FORCE OF LIGHT AT STATION 14+30 INTERSECTION 5 FOOT-POUNDS OF PRESSURE AND A MAXIMUM HEIGHT OF 42 INCHES PER ADA REQUIREMENTS. TYPE Es' BCR NEMA PHASE DESIGNATION 1� GENERAL NOTES CONTINUED BELOW- -.., Q DETECTORS FACE OF CURB SEQUENCE WITH PM (2)"SIGNAL "AHEAD" ' ° I CALLS ON I ) I 1r I DETECTOR LOOP AND CROSSWALK DETAIL INSTALL R96 ALL PHASES 250' TO i „ FACING EAST _--- -'--'i 2 C•,1 SIC RAW ® r' 1 W �� ` STATION 2"C. 4DLC,ISIC 39A 200 L.F. 2"C. 2DLC 1SIC® ® LIMIT LINE i - - 6 TO TRAFFIC SIGNAL CONTROLLER AT — STATION a a VIA CANTEBRIA ENCINITAS BOULEVARD / ® 2 C°,2#6,1#8 5 / ® r/-�! \` \ 7+75 8+ RS R1 2"C°,2DLC 1SIC `® INTERSECTION � 2'°C.,1SIC \°,�/ 1 Q \�c� 39A 85 L.F. ® RS A 7 5 aj © R1 -4 ® ® ® ® _ ® ®i i a 2 C.a3DLC,1SIC ® ® T R/W _ _2"C.,2DLC,ISIC \ o - - 6' -� - -- - - - - 4 R34 8P -- 2"C.,2DLC- -$ 1 1 PM "BIKE LANE ->" 1#8>4#10, q 5 ' o a SB 6 38A 150 L.F. 1 ® TYPE "A` 29 SB ® ® ® 10 7 r- DETECTOR 1 1 7 RS R1 -4 4 R73-3 - HANDHOLE INSTALL - ----------- 5 6 -_ _ `_�� \ � .\ \ 1� 12" WHITE ----- �\- -\- -__=-� -- - - - - - - - _ - _ 8 37 EVPE 6+1 ] EVPE 2 - f - _ _ _ - - - - - - - PM (2)TYPE I_ ------- - - - - - - - - - - - - - - - - -tN- - - - - - - - - - - - - - -W— - - - - - - - - - - - - - - - - R t - ARROWS — 2 38A 10 L. y 22 230 L.F. - -- 1 SB 2 RS R1 SB ' INSTALL 1 }r __- ® ® ® ® /W 12" WHITE 1 ® R34 2 ® -- -t — ® — _ ® ® R ---------------- -- ---- --- ------ ---R1 4 - -- SB 5 - - - - - - -i- - - - - - ® ® ® ® ® - - - - - - - - - - - - - - - - - - - - ® r I - R2(40) NORTH I _ 2P 1®a 2P 11^ C® REINSTALL R2 40 R/W ® ® ° 250' TO ® ® ® ® ✓ II > INSTALL PCC O { ) INSTALL R96 RS ON NEW POST „-�20 LIMIT LINE VIA CANTEBRIA 39A 200 L.F. FNCO POLE T ® I APRON PER CITY SCALE 1 ° REQUIREMENTS RL GENERAL NOTES CONTINUED: 3 © RS -4 C LEGEND 7. GALVANIZED CIRCULAR ANCHOR BOLT NUT COVERS SHALL BE PROVIDED FOR ALL STANDARDS. INSTALL PC C I 2 9 R1 8 I 2"C.,1 DLC 8. ALL TRAFFIC SIGNAL POLE FOUNDATIONS SHALL HAVE A 3 INCH CONDUIT INSTALLED TO THE ECR APRON PER CITY I ( - - - EXISTING CURB ADJACENT NO. 5 PULL BOX. REQUIREMENTS II 1 9 II I DECLARATION OF RESPONSIBLE CHARGE PROPOSED STRIPING ® EVPE 9. THE TRAFFIC SIGNAL CONTRACTOR IS REPONSIBLE FOR THE LAYOUT AND INSTALLATION OF C i 3 LOOP DETECTORS, TRAFFIC STRIPING, PAVEMENT MARKINGS, PARKING REMOVAL AND TRAFFIC E -� ® 1 I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS SIGNING (EXCEPT STREET NAME SIGNS) AS SHOWN ON THESE PLANS. __ I I I I I I �, PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER EXISTING STRIPING TO BE REMOVED THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF 9a. THE TRAFFIC SIGNAL CONTRACTOR SHALL OBTAIN THE APPROVAL OF THE TRAFFIC P®LE I I I 1 I I 0 Wes® THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN ENGINEERING DIVISION OF THE LOOP LOCATIONS PRIOR TO CUTTING AND THE STRIPING, BI I I I 9 I I I J IS CONSISTENT WITH CURRENT STANDARDS. r EXISTING STRIPING TO REMAIN PAVEMENT MARKINGS, PARKING REMOVAL AND SIGN LOCATIONS PRIOR TO PAINTING AND ®_L ® �� INSTALLATION. _ 1 UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND BCR II ® ( I SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A 9b. THE TRAFFIC SIGNAL CONTRACTOR SHALL INSTALL PARKING REMOVAL WITH AGENCY AP- REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF 22 INSTALL STRIPING PER CALTRANS FACE OF CURB PROVAL SO THAT ADVANCE NOTICE TO ADJACENT PROPERTY OWNERS CAN BE MADE BY RS I I ,F WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. STANDARD PLANS. NUMBER REFERS THE TRAFFIC ENGINEERING DIVISION. II It II I ; ` ST DETAIL. 9a. THE TRAFFIC SIGNAL CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF ALL CONFLICT POLE LOCATION DETAIL FR®M �� ' II LINSC®TT, LAW & GREENSPAN, ENGINEERS RS REMOVE AND SALVAGE ING STRIPING AND PAVEMENT MARKINGS BY SANDBLASTING. RL TO 1565 Hotel Circle South, Suite 310 II I SB REMOVE EXISTING STRIPING BY GRINDING. 10. FLASHING SIGNAL OPERATION SHALL BE RED ON ALL PHASES. PEDESTRIAN SIGNALS SHALL BE �' I I Sort Diego, CO 9210$ BLANK DURING FLASHING OPERATION. �� �I 2®, ALL DEBRIS TO BE REMOVED AT THE END(619)299-3090 Fox (619)299-7041 OF EACH WORK DAY. �I 11. ALL TRAFFIC SIGNAL IMPROVEMENTS SHALL BE INSTALLED IN COORDINATION WITH THE SIGNING REINSTALL R2(30)' I I I I I I I ' 1®` 5a LLG 3-986135.1 DWG. SIG6135A 05/26/00 PM PAVEMENT MARKING - TYPE AS NOTED ON PLAN AND STRIPING CONTRACTOR. ON NEW POST DESIGNED BY DRAWN BY CHECKED BY REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT DCK I DVS I JPK APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF REC MMENDED A��QVE� TRAFFIC SIGNAL PLAN FOR. HORIZONTAL 1° = 20' DATE : Szwe� BY: Q Y. / �` 0012 —TS ROBERT A. BLOUGH, P.E. ALAN D. ARCHIBALD, P.E. VIA CANTEBRIA AND VIA MOLEN R.C.E. NO.: 43595 DATE: rte';o_ VERTICAL N A ENGI ER DATE: 04 00 PROJECT NO. CMS 99H EXP. 12 31 00 RCE: 60204 RCE: 21869 SHEET��1 OF 2 N�wV EQUIPMENT d CONDUCTOR SCHEDULE- - _ _ _ • • • , i CONDUIT RUN AND SIZE Mob SIGNAL MOUNTING AND PLACEMENT DETECTOR ASSIGNMENTS AWG SIZE POLE OR FIELD OR CIRCUIT 5) CABLE TYPE ECR AM R® i TERMINALS ♦ ♦ , ♦ i , . , . 1 , , ; • r • p ! . • oo� F2' ENGINEER AND DISTANCES 12' RECORDED BEFORE CUTTING -'TTYPE "El' CR WAIMIMIM LOOP p o. r • _ ooh - 4 MAS MEN N Via MarbIrisa " 0 21 • 0 © © DETECTORS FACE OF 0 . ..♦ . is - r - : - 00 • 250W HPS F31 F ON 12 CON Nil N mm� A I MIN mill • • • Q ��� . iii , Emilie, . , : .• i ♦ • - iii ii0i r PHASE ' 'I MIN VEHICLE AND PEDESTRIAN MOVEMENTS M • ii0o00ii EM - . ,. .. o © 0000 +©► Gail • . . . r . - ♦ • . r - - iiii00ii 1 mr . m m o �► � m - m m , �. -. _ . SRI■ . � 400,.. i o • M ! - m . v m a .. - ! ECR r � 1 OLE k ® '• : _ Y So Mo 11 So . . _ ! . • FACE OF CURB 1565 Hotel Circle South, Suite 310 Son Diego, Ca 92108 IM 4 ♦ r • PLANS PREPARED UNDER SUPERVISION OF REC�MMENDED Arf"�OVRD TRAFFIC SIGNAL PLAN FOR. HORIZONTAL K, ROBERT A, BLOIJUH, P.E. AUN D. ARCHIBALD, P.E. VIA CANTEBRIA AND VIA MONTORO/VIA MARBRISA -� , , DATE: DATE: PROJECT NO. CIVIS 98H