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7779 O EQUIPMENT SCHEDULE CONSTRUCTION NOTES DETECTOR ASSIGNMENTS PLACEMENT CURB DETECTOR SLOT FIELD STANDARD SIGNAL MOUNTING AND PLACEMENT 0 RED ARROW, YELLOW ARROW, GREEN ARROW // PHASE DIMENSIONS FURNISH AND INSTALL NEW MODEL 332 ALUMINUM CABINET. RE -USE NUMBER NUMBER TERMINALS LOC. PEDESTRIAN REMARKS - PER CALTRANS STANDARDS) �l' i' EXISTING MODEL 170 CONTROLLER ASSEMBLY AND EQUIPMENT AT SAME LOCATION. TYPE B. E. C. o ; / CURB' THE CABINET SHALL BE EQUIIPPED WITH BEST LOCKS. ALL EQUIPMENT SHALL BE ON 1 2 12U T2 -5 & 6 MASTARM VEHICLE 5-SECTION HEAD ( SIG. LUM. POLE MASTARM SIGNAL PPB 1 " 2 2 12L T2 -7 & 8 1 THE CURRENT STATE OF CALIFORNIA QUALIFIED PRODUCTS LIST . s 19 4 SV -2 -TB 02 & �7 MAS 0 2 SP -2 -T 03P 250W HPS ® ® 29 -5 -80 50 15 5] ® �l 3 2 13U T2 -9 & 10 - ® 1 +' ® 4 2 14 T4 -1 & 2 �8 10 MAS �5 ® �2P �8P �2P Quail Gardens Dr m-- MAST ARM MOUNTED SIGNS EXISTING TYPE III SIGNAL AND LIGHTING SERVICE TO REMAIN. 5 2 14L T4 -3 & 4 SV -1 -T ❑ ��- "Westlake St " I T3 -1 & 2 �� 11 I 6 5 1 SV -1 -T MAS �4 SP -1 -T 250W HPS 3 4 5 11 1 I RE -USE EXISTING EMERGENCY VEHICLE PRE- EMPTION EQUIPMENT (3M OPTICOM). 7 5 J1L T3 -3 & 4 26 -4 -80 40' 15' - 20' 8.5' "Encinitas Blvd" R73 -3 R73 -2 11 MOUNTING HARDWARE AND CABLE SHALL BE FURNISHED BY CONTRACTOR. Q �4 MAS 07 ® 04P 1 ® 8 4 16U T4 -9 & 10 \t MOUNT ON POLE TOPS AS SHOWN. 9 4 16L T4 -11 & 12 NO U TURN © 10 4 17U T6 -1 & 2 TV— 1 —T SP -1 —T 04F _ f INSTALL MAST ARM MOUNTED SIGN. MOUNTING DETAIL ESQ 6T, DETAIL "U ", 11 7 1 T5 -5 & 6 1 —A(1 O) - 25 — 4 �1 ® — �2P �2P POLE ©& ® POLE O & O � 0 )93 STANDARD PLANS. SIGN TYPE AS NOTED ON PLAN. SEE MAST ARM I MOUNTED SIGN" DETAIL THIS SHEET. 12 7 1 T5 -7 & 8 �� II 24 13 6 1 T3 -5 & 6 ® _ SV -2 —T8 MAS 06 SP -1 —T 250W HPS 3 4 5 12 29 -5 -80 55' 15' 0' 8.5' Q131 MAS 01 ® 06P 0 4P <-i Gardens Dr INSTALL INTERNALLY ILLUMINATED DUAL FACED SIGN. USE 3M VIP WITH TRANSLUCENT 14 6 1 T3 -7 & 8 ® ® "Westlake St —� I o I O SHEETING. SEE EQUIPMENT SCHEDULE FOR LEGEND. USE UPPER AND LOWER CASE LETTERS. 15 6 1 T3 -9 & 10 III ® © & 12 CONTRACTOR SHALL INSTALL NEW 2" CONDUIT AND PULL ROPE TO THE PROPOSED TRAFFIC 16 6 1 T3 -11 " © / 23 TP -1 —T SIGNAL CONTROLLER CABINET AT THE QUAIL GARDENS DRIVE /SOUTH MESA INTERSECTION. 17 6 1 T5 -1 & 2 E (7 j �4P — — EXIST — EXIST — 2 'C., 2- ®LC ®ULL ROPE _i_S w- ® SPACE No. 5 PULL BOXES 400' (MAX) APART. THE CONTRACTOR SHALL PROVIDE A 18 6 1 T5 -3 & 4 06P EXISTING STANDARD I r'j 51 2 &5 EVPE SEPARATE TRENCH FOR TRAFFIC SIGNAL CONDUIT PER CITY OF ENCINITAS STANDARD 19 1 H U T2 -1 & 2 SV -1 -T MAS 08 SP -1 -T 250W HPS ® ® ® 13 ® e o R73 -3 DRAWING FOR UTILITY TRENCH BACKFILL AND RESURFACING STANDARD. 20 1 11 L T2 -3 & 4 77 F 19 -4 -80 25' 15' 0' - 6.5' - 10 \ 2 25 4 08 MAS 1�3 ® 3 ABANDON EXISTING LOOP DETECTORS, INSTALL NEW TYPE "E" DETECTORS a 21 8 1 T5 -9 & 10 J�BP "Encinitas Blvd" 03 & VPE Ao8 \\ I , � AS SHOWN. 22 8 1 T5-11 &12 TV 1-T SP -1 -T 06P ® P �4P 1 2'15 -DLC, 1 -SIC 24 3 5U T4 -5 & 6 1 -A(1 01 - - - 0 8.5 05 0 - 06P 8P 2 "C., 3 -DLC, 1 -SIC BC s g 14 25 3 15L T4 -7 & 8 2 "C. 1 -SIC ®CALL DELAY - DO NOT USE CALLING DETECTORS 60 15 SC 5 0 ' 7 4 v v 6 ®� _ cc EXIST CURB' 3 -DLC - — - — - — - — - - - — - - ', 2'1 1 -SIC �� \ ®° - --- - -- - - -- - CURB g FESSio�y VEHICLE HEADS AND LUMINAIRE. EXIST 1 2 DLC — - - — - — - - — - — - -- - - -- -- "-- C - - - - - - - -- - — — - - - -- - - -- - S - -- �8P -- r _ -- - -- . ' n - - - - -- L -J �3 > 14 �� __- - -- - - ` QB AB_ EXIST. 2 -SI 7 \ ', e o !�2 AB C. 1 C 15 9(2 2 � - -- I - - -- - -- / - - -- 2 2 "C., -- -- 1 -SIC T CC �2 \ I AB — - -- EXIST. 5 �2 — — S TOP BAR - - -- - 255'" EXISTING 2 "C., 1 -SIC R73 -2 I o \ 2.. C � _- ------ - - - - -- - TCf - -- 15 \ _ - \ 5 - -�3 - -- - - -- -------- - - - - -- STOP BAR I \15 9r6 - _.:� - -- -_ - -- - - - -- =_ �� _ ® _ �5 \\ O 7 > 6 �- T � 05 - - -- - - -- - _ - -- - _- - - - - -- LI 3 ® ---- -- �- _ - - - - 14' 06 _ - - - -- -- - -- - - - -- - -- -- - - -- - -- = -- - O 9116 13,i i 16' \ R73 -2 18 \ `- —_— 45' DETECTOR ASSIGNMENTS CONT.,, 06 - - -- ` I _ 2P 2P 1120 T8 - 4 & COM6 - - - -- -- -__ -- ° ` E NCI NI TAS BO 4P 4P 112E T8 -5 & COM6 06 06 18 1 AB \ 6P 6P 11 3U T8 -7 & COM9 EN A _ _ 8P 8P 113E T8 -8 & COM9 - - - �, - - - -- - - I - - 7 1 2 XIC. 17 EVA 2 +5 J 12U T9-4 & COM6 365' - - -- - - -- � . \ - -. ST BAR � _ - _ -� - - - - -- _ �5 / 6� ` \ �3 S I OP - \ 5 EVB 4 +7 J13U T9 - 7 & _ CURB EVC 6 +1 J12L T9 -5 & COM6 k_ 255 , TO - - - _ _ AB 8 8 \\ 3 _ �6& __ EVD 8 J13L T9 -8 & COM9 STQP � - - AT LOCATION A, R &S EXISTING 26A -4 -70 STANDARD AND EXIST. 1 "C., 3 -DLC BAR 14 - - - - - OLA SIGNAL MASTARM. FURNISH AND INSTALL STANDARD AND 14 EXIST. 1'14 -DLC CURB ® \ _ 4 /' v ® MASTARMS PER EQUIPMENT SCHEDULE. RE -USE EVPE, FLASH - I14U T8 -10 & COM12 14 EXISTING 1 -1/2'1 6 -DLC BC 9 06P LUMINAIRE & LMA, AND 12" VEHICLE HEADS. REPLACE GENERAL NOTES -- \ _ � EVPE EXISTING 8 " VEHICLE HEAD WITH 12 . CONDUCTOR SCHEDULE ' - _ 1. THE LOCATION OF ALL UNDERGROUND UTILITIES IS APPROXIMATE. THE CONTRACTOR SHALL ® 4 \ % 5 �� P CONDUIT RUN AND SIZE DETERMINE THE DEPTH OF ALL UTILITIES, INCLUDING THOSE NOT SHOWN ON THESE PLANS, / 0 11 EVPE 9 R &S EXISTING 7 1 -A POLE. AND VERIFY ALL CONDITIONS ON THE JOB. � � ��` \ ' E AWG SIZE H ® \\ 5 0 REMOVE EXISTING P.B., OR A POLE OR 3° 3 ° ' VY -3 "EXIST EXIST CABLE TYPE S CIRCUIT 21y��'° 2t� °' 2 w 2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITIES AND i'o 6 INSTALL #6 PULL BOX I� /� A 7 AGENCIES AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION. ° 7 E 1 2 4 L5� L6� L7� 3. ALL LOOPS SHALL BE 6' DIAMETER TYPE E WITH 10' SPACING IN THE DIRECTION OF TRAVEL - 10 MOUNT 17' ABOVE BASE PLATE. AND CENTERED IN TRAVEL LANE. LOOP SEALANT SHALL BE HOT MELT OR APPROVED EQUAL. y 1'p N0.14 CABLES POLE - A 2 2 2 SEE STANDARD PLAN ES -5A AND ES -5B FOR DETAILS. LOOP WIRE SHALL BE TYPE 1 WITH 1 a 1 1 AT LOCATION B, R &S EXISTING STANDARD. FURNISH AND C POLE - 0 B 1 1 1 1 1 1 TYPE B LEAD IN CABLE, FRONT LOOPS SHALL HAVE 5 TURNS. ALL OTHER LOOPS SHALL HAVE ® R73 -3 INSTALL NEW STANDARD AND EQUIPMENT PER 3 0 POLE - C 1 1 1 1 1 1 1 1 3 TURNS. ECR EQUIPMENT SCHEDULE. RE -USE EXISTING EVPE, AND 12" D N POLE - D 1 2 1 2 1 2 4, ALL PULL BOXES ARE NUMBER 5, AND CONDUIT IS 2 INCH UNLESS NOTED OTHERWISE. r \ _ I SIGNAL HEADS. U D POLE - E 2 4 AT LOCATION D, R &S EXISTING 26A -4 -70 STANDARD. T C POLE 0 2 0 5. ALL SIGNAL HEADS SHALL BE TWELVE -INCH IN DIAMETER WITH BACK PLATES AND GLASS C C U '\ 12 - F LENSES. ALL RED AND GREEN SIGNAL INDICATORS SHALL BE LED. I � - E CAUTION! - �\ FURNISH AND INSTALL NEW STANDARD AND EQUIPMENT R 12 T POLE - G 1 1 6. PEDESTRIAN HEADS AND SIGNS SHALL BE INTERNATIONAL SYMBOLS. PEDESTRIAN SIGNALS SHALL I R BE LED. PEDESTRIAN PUSHBUTTONS SHALL BE 2" DIAMETER WITH A MAXIMUM FORCE OF "`POLE ELECTRICAL OVERHEAD CURB PER EQUIPMENT SCHEDULE. RE -USE EXISTING EVPE, 12" R 5 FOOT- POUNDS OF PRESSURE AND A MAXIMUM HEIGHT OF 39 INCHES PER ADA REQUIREMENTS. I TOTAL CABLES - 3 CON / 12 CON 1 1 2 2 4 4 5 5 1 2 3 2 3, 2 7. GALVANIZED CIRCULAR ANCHOR BOLT NUT COVERS SHALL BE PROVIDED FOR ALL STANDARDS. B LINES I 13 AT LOCATION F, R &S EXISTING 17A-2-70 STANDARD. 10 IISNS 0 2 2 2 2 2 2 8. ALL TRAFFIC SIGNAL POLE FOUNDATIONS SHALL HAVE A 3 INCH CONDUIT INSTALLED TO THE (TO BE REMOVED) FURNISH AND INSTALL NEW STANDARD AND EQUIPMENT 10 LUMINAIRES 0 2 2 2 2 2 2 ADJACENT N0. 5 PULL BOX. BCR �g I I EXISTING 1 "C., AS SHOWN IN EQUIPMENT SCHEDULE. RE -USE EXISTING 9. THE TRAFFIC SIGNAL CONTRACTOR IS REPONSIBLE FOR THE LAYOUT AND INSTALLATION OF FACE OF CURB a - 1- #6 8 GROUND 1 1 1 1 1 1 1 I EVPE AND 12" VEHICLE HEADS. LOOP DETECTORS, TRAFFIC STRIPING, PAVEMENT MARKINGS, PARKING REMOVAL AND TRAFFIC CURB \ 2 - #8 INSTALL NEW CONDUCTORS. 6 SERVICE 0 0 0 0 0 1 1 14 SIGNING (EXCEPT STREET NAME SIGNS) AS SHOWN ON THESE PLANS. I \ 1 LOOP 2 9a. THE TRAFFIC SIGNAL CONTRACTOR SHALL OBTAIN THE APPROVAL OF THE TRAFFIC POLE LOCATION DETAIL I " \ 15 INSTALL NEW SIC. NO SPLICES ALLOWED. 2 LOOP 5 5 5 5 ENGINEERING DIVISION OF THE LOOP LOCATIONS PRIOR TO CUTTING AND THE STRIPING, \ 3 LOOP 2 2 PAVEMENT MARKINGS, PARKING REMOVAL AND SIGN LOCATIONS PRIOR TO PAINTING AND II; I TYPE ° 'B" DLC INSTALLATION. 1 , 10' 1, \ I ❑ 5 LOOP 2 2 2 2 4 LOOP 3 3 9b. THE TRAFFIC SIGNAL CONTRACTOR SHALL INSTALL PARKING REMOVAL WITH AGENCY AP— PROVAL SO THAT ADVANCE NOTICE TO ADJACENT PROPERTY OWNERS CAN BE MADE BY I EXISTING TYPE III SERVICE S D IAGRAM 6 LOOP 6 THE TRAFFIC ENGINEERING DIVISION. 1, 5' I METER #79318173 9c, NG STRIPING I COONT O R IS R BY SIBLE AOR THE REMOVAL OF ALL CONFLICT- ECR I I r 1 8 7 LOOP LOOP 3 3 2 2 10. FLASHING SIGNAL OPERATION SHALL BE RED ON ALL PHASES. PEDESTRIAN SIGNALS SHALL BE 10' CROSSWALK CROSSWALKS TO BE LOCATED ' " I 1 2 3 4 TOTAL 7 7 12 20 0 5 5 BLANK DURING FLASHING OPERATION. <- IN FIELD, APPROVED BY THE / !� --->- 2 +5 EVPE 0 1 1 1 11. ALL TRAFFIC SIGNAL IMPROVEMENTS SHALL BE INSTALLED IN COORDINATION WITH THE SIGNING 2' ENGINEER AND DISTANCES I Z'— 6 +1 EVPE 3 +8 EVPE AND STRIPING CONTRACTOR. 1 RECORDED BEFORE CUTTING I �oeR�pgq`� DLCM 12. THE CONTRACTOR SHALL PROVIDE A SEPARATE TRENCH FOR TRAFFIC SIGNAL CONDUIT PER CITY OF LOOPS. " H. 1 1 ENCINITAS STANDAR DRAWING FOR UTILITY TRENCH BACKFILL AND RESURFACING. TYPE "E ° ' BCR I' I ���� i+� 5 6 7 8 4 +7 EVPE 1 1 1 13. PRIOR TO CONSTRUCTION OF UTILITIES ACROSS ENCINITAS BLVD., THE CONTRACTOR MUST SUBMIT A LOOP / c� No. 34512 m —''' TOTAL 0 1 2 2 1 1 1 TRAFFIC CONTROL PLAN FOR APPROVAL BY THE CITY. ALL WORK WITHIN ENCINITAS BLVD. MUST DETECTORS FACE OF CURB I Exp. 9- 30 -03 - - � ' BE PERFORMED DURING OFF PEAK HOURS FROM 9:00 AM TO 3:00 PM. SIGNAL LOOP DETECTORS k �r SIC 12PR 19 1 1 1 1 0 0 0 V D DURING CONSTRUCTION WITHIN ENCINITAS BLVD. MUST BE REPLACED WITHIN DETECTOR LOOP AND CROSSWALK DETAIL / r � 9T 1 �2� TOTAL CONDUCTORS /CABLES 11 1 DAMAGED OR REMOVED 28 38 8 17 17 7 DAYS FROM THE TIME OF DAMAGE /REMOVAL IN ORDER TO AVOID CONFLICT WITH THE TRAFFIC / `� of CA`°FO �CG' P# ALL NEW CONDUCTORS SIGNAL INTERCONNECT OPERATIONS ON ENCINITAS BLVD. REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PLANS PREPARED BY: -- ®�s acwE® BY -- ®� BY c wEcaI® -B�___ APPROVAL$ CI ®l� E C ®T[I A SS ENGINEERING DEPARTMENT DRAWING NO. E 24 L >, DESCRIPTION: 2" BRASS DISC PLANS PREPARED UNDER THE SUPERVISION OF DOWN 1 BELOW AC SURFACE ORIZONTAL 1 20 A PROVED BY TRAFFIC SIGNAL MODIFICATION PLAN FOR: _ H: —' RECOMMEND D BY: AP LOCATION: CENTERLINE OF ENCINITAS BLVD. "� i' �/� , j 1 �� ENCINITAS AS BOULE V A RD ex ® ®� • 11 590 ( 858)451 -6100 FAX: 858) - 2846 RICHARD CRA r STATION R0458 21 +90 EC VERTICAL: 1 " -20' ) W. ATION: 146.29 FEET DATUM: NAD 29 www.bhiinc.com 3451 � RCE NO. ¢ RECORDED FROM: COUNTY BENCH LEVELS San Diego, CA 92127 °�o Q U AIL GAR D ENS ®R ®/WES�'L�►�CE ST® s FT�' DATE � /�/ J��,"7 v.� � ELEV 2 EXP. 09/30/03 SHEET 17gOF 3