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6761 CONDUCTOR SCHEDULE DETAIL "A" DETAIL "B" PH /►S6- tTsUNCT10N- StT= OUti =NC1l= �IADFtAM AWG CIRCUIT 1 &&& 01 - 3 - 3 POLE LOCATION CODE DETECTOR FLIT. CURB AC BERM 3 3 E (LENGTH AS REQUIRED) RED 1' P.V.C. NIPPLE 1 1/2" TO 1" �N� *e R W �I CURB R/W 20' VEHICLE &PEDESTRIAN b2 - - - CER 1 04 - - 3 3 E.C.R. E 1.5* P.V.C. NIPPL E BACKPLATE II MOVEMENTS PER FUNCTION �y �- + j ♦� + � I 05 3 3 3 6 C it O NEMA PHASE DE IGNATION 5 1 2 6 4 8 06 - 3 - 3 SIGNAL HEAD HOUSING > FUNCTION TYPE S S DP DP SP SP 08 3 3- 3 C O SUPFITTER OPENING COORDINATED UNCTION • s m SIGNAL HEA DETERMINED BY MASTER COMPUTER DURING COORDI OPERATION 02PED - - 2 2 HOUSING W J' 6 PHASE OPERATION: b4PED - 2 - 2 EXACT LOCATION BY 46PED 2 2- 2 1 +5 2 +6 4 +8 # 14 30' 04 0' 0. r 1F T +6 ENGINEER IN THE FIELD V �, 08PED 2 2 2 4 I 2 +5 42P.P.6. -- 1 1 R/W \ 5 I J bsP.P.B. 1 , - , , __ , J DET" ASSIGNMENT 08P.P.B. 1 1 1 2 TRAFFIC SIGNAL INSTALLATION NOTE: I 0 I I o' gal t' �R/W Q SCHEDULE P.P.B. COMMON 1 1 1 2 IF SIGNAL IS NOT INSTALLED WRHIN ONE YEAR OF CITY APPROVAL. PLANS 11 4 MUST BE RESUI MR U TED FOR PLAN CHECK 90 DAYS IN ADVANCE OF BEGIN m I I DETECTOR PHASE SLOT FIELD TERMINATION ISNS 1 1 1 2 g , Ram' ( � �N DATE REQUIRES PRIOR APPROVAL- 5 I S 2' 1 2 I -2U T2 - 5 d o 6 SPARES 3 3 3 6 _ RANCHO SANTA FE ROAD O I 2 2 I -4U T4 - 1 do 2 TOTAL 17 26 20 46 3 3 5 J -1U T3 - 1 de 2 3 #10 SIGNAL k ISIS COMMON 777 2 O t ( �` 3'C, 1DLC 4 3ME 4 I -7L T6 - 3 do 4 LUMINAIRES R/W 2 2 2- - 5 4 I -8U T6 - 5 do 6 TOTAL 3 3 3 2 6 6 J -2U T3 - 5& 6 01 1 1 - 1 / - 6 III I 7 6 J -3L T3 - 11 de 12 02 - - - 2 i II 0 EVP 0 5 CURB 7 `O // 8 6 J -4U T5 - 1& 2 LOOP 04 -- 2 2 --- - - - - -- - -- 11 N 12 I / w - - - -- 9 1 I -1U T2 - 1 do 2 - -_ - - - - - - - - - - - - J L - - - - - - - - - - - - - DET. _-- - - - - -- - - - - -- - - - - - - - - - - - - - CABLE AC BERM AC BERM o � - - - - - - 10 •� 8 J -7L T7 - 3 do 4 4 #18 3 3- 3 11 8 J -8U T7 - 5 d: 6 08 - - 2 2 -- -- -- W - 2P 2P 1 -12U T8 - 4 & COM. 6 TOTAL 4 4 4 11 a 8 `. 8 e -> - 73 01 JI o T 06 F 1 ?VP j ULTIMATE a X �� ULTIMATE 4P 4P 1 -12L T8 - 5 & COM. 6 3# 20 WITH GROUND EVP 1 2 1 4 _ _ 6P 6P 1 -13U T8 - 7 k COM. 9 _ CONDUIT SIZE 3" 3" 3" 1 i CURB �O cv 5 ' TO EXISTING 02 NOTE 12T 8P 8P I -13L T8 - 8 & COI. 9 �$ 3 -3 -- -- t X WALK ° - - iN - - - - - -� - a a EVA 2 +5 J -12U T9 - 4 & COM. 6 CURB 4 _ - 04 EVP CURB M NOT 12 EVB 4 J -13U T9 - 7 k COM. 9 4 - - * G 4 EVC 1 +6 J -12L T9 - 5 do COM. 6 4 NOTE 1 RS - BY CONTRACTOR TO CITY OF E CINITAS EVD 8 J -13L T9 - 8 & COM. 9 !3 C, 26 6P.B. 3' - - - _ FLASH - 1 -14U T8 - 10 COM. 12 7 -G-- Ole � R/W do _ _ 1"1CT A N "C" R / W NOTE 1 1 ® 1 -CALL DELAY DE AL \ 2 TYPICAL LOOP LAYOUT rA*AfIP *M AAA 3"C, 2 #10(SIG) do O7 \ I >DI SDG&E SERVICE POINT 2 #14(ISNS) I 11 TiMMt /wM�/R /M• T C, PULLROPE 08 ♦ DIRECTION OF TRAVEL CONDUCTORS BY LIMIT LINE--. CENTER LOOPS SDG&E 20' 1 Y/ IN LANE UNLESS OTHERWISE DIMENSIONED R/W 1 20' co P O L E S C H E D U L E 3 cu B C B POLE DATA SIGNAL H.P. SOD VAP SIGNAL MOUNTING PED. PUSH BUTTON * POLE LOCATION ILLUMINATED SIGN O ---- - - - - -- 1 T ^ NO. TYPE LENGTH M.A. M.A. WATTS VEH. M.A. PED. PHASE POLE QUAD. E B C N MESSAGE (DBL. FACE) 11 F] R /W (,� I 29 -5 -70 30' 15' 250 SV -1 -T 2 -MAS P -1 -C 4 SE 12' - 2,5' _ Calla Acervo ' (40 Avenida La Posto ta 2 1A 10' - - - TV- 1 -T - SP_ 1 -CE 6 SW - 15' 2.5' 10' (TYPICAL) 0 178-2-70 30' 15' 12' 250 SV -1 -T MAS SP- 1 -CE 6 SW 14' - 2.5' - Rancho Santa Fe Rd. NO SCALE 4 1 A 10' - - - TV- 1 -T - SP- 1 -C 8 NW - 14' 2.5' - - Air 5 24 -4 -70 30' 15' 250 SV -1 -T 2 -MAS P -1 -C B NW 5' - 7' _ -Calla Acervo 35'F UT. Avenida Lo Posta NOTES THIS SHEET 6 1A - - - TV- 1 -T - SP- 1 -C 2 NE - 8' 2.5' 7 17B -2 -70 30' 15' 12' 250 SV -1 -T MAS SP -1-C 2 NE 12' - 2.5' - Rancho Santa Fe Rd. 1. TRAFFIC SIGNAL AND HIGHWAY LIGHTING CONSTRUCTION 9411LL CONFORM TO STATE OF CALIFORNIA STANDARD SPECIFICATIONS AND STANDARD PLANS (DATED JULY. 1992) AND THE SPECIAL PROVISIONS. 8 to 10' - - - TV-1 -T - P -1 -C 4 SE - 12' 2.5' - - 2. CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION (XADELINE ONLY R SWILL BE THE CONTRACTORS RESPONSIBKJIY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR THE INTENDED OPERATION. "DECLARATION OF RESPONSIBLE CHARGE' SEE DETAIL "A", THIS SHEET 3. UNLESS SHOWN OTHERWISE, INDUCTIVE LOOPS SHALL BE 8'X6'. NECESSARY STRIPING SHALL BE LOCATED PRIOR I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR SHEETS 5 AND 6. TO POSITIONING DETECTORS. THAT I HAVE EXERCISED RESPONSIBLE CHARGE OYU THE DESIGN OF THE 4. ALL CONDUIT BETWEEN ADJOINING PROJECT SHALL BE 3' UNLESS SHOWN OTHERWISE_ PROJECT C DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSI0115 CODE, AND THAT THE DESIaII 6 COINS151FM WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND 5. PEDESTRIAN INDICATORS SHALL BE TYPE G' (SEE SPECIAL PROVISIONS). SPECIFICATIONS BY THE CRY OF CARLSBAD IS CONFINED TO A REVIEW UNDERGROUND STRUCTURES ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY 6. CONTRACTOR SHALL EXERCISE DCR2EME CARE TO AVOID DAMAGING EXISTING UTILITIES. RESPONSerm FOR PROJECT DESIGN. " As n ALL M°BIGOM° LIR116 2 s1lINLT11tES ROOM B! THE a.el ON =W AIO UK 910111111 w TIE B U I L T 7. UNDERGROUND SIGNAL LIGHT CONDUCTORS SWILL NOT BE SPLICED. ENGINEER OF WORK: MM OMB ME MCM ON NO WRmawE LDrwIOI1 MD UM. TIE anal W AUVW TOEM RM6 at PROLT0 W IIl111010IS IIIMMrt MKID AGREES TO =K UMM11 M6 10 8. ALL VEHICLE INDICATORS SHALL BE 12' WITH GLASS LENSES AND BACKPLATES. IIaD U111110=0 I M M AIT 011 TES AIN FMM X COMM OF unalgtaMD UMB 9. ALL PULLBOXES SHALL BE #5 UNLESS .SHOWN OTHERWISE. 0I SIIILRIES NN I@O WE TIE u Will 1 � 1101 I010I1® ON TIE PI 1 tYMMBc TIE LWERGROM SERVICE A LERT DCMML�OR 6 MUM 10 T/IE 011 I�NI� FUND AT 10 MOM IT TIE 1E 7N OR 57CR�S ALUMINUM CABINET. DETECTION AS 'H 39 S 3 111311 i W ' NO I1 OHM dt s1IINCRUES OR IN TIE STE rt SIML E WeE CpR O 5 10. INSTALL CALTRANS MODEL 170 CONTROLLER ASSEMBLY COMPLETE WITH MODEL 332 ALUM Ntt 4+'Zi !�� NAME R.C.E. DATE 10sasm TO Io1I1' TIE aNlals OF TIE un1IF5 OR STMIL'R/ES ascel® OW StMTi1C IBC. P.E. EXP. DAIS SHOWN, POWER SUPPLIES. ISOLATERS, CONFLICT MON17M AND ALL OTHER MISCELLANEOUS AUXILIARY SWEMENT CALL TOLL FFEE REQUITED TIO PROVIDE THE INTENDED OPERATION. THE CONTROLLER ASSEMBLY SWILL INCLUDE EMERGENCY PRE-EMPT REVIEWED BY: EQUIPEMENNT AD TYPE 20M ]INTERSECTION CONTROL PROGRAM. 1 - 800 REVIEWED BY CITY OF ENCINITAS 11. INSTALL TYPE 111111 SERVICE WITH THE FOLLOWING CIRCUIT BREAKERS: 5OA -1P (METERED SIGNAL). 3OA -1P (UNMETERED 422 -4133 LIGHTING). AD 15A -1P (METERED ILLUMINATED MGM). IISPEC DATE 12. AT POLE LOCATIONS 0 . U3 .O5 a O7 INSTALL mAmEN(.`Y VEHICLE PRE- EIPTION SENSOR UNIT ON TOP OF VEHICLE TWO WORKING DAYS eY: DATE ¢ �N!^ SHEET AA TT VINDICATION (SEE SPECIAL PROVISIONS AND DETAIL -B'). BEFORE You DIG DEPARTMENT 13. F 13. MAST ARM SIGNS MOUNTED PER DETAIL 'll, US -6T. DIP vzmz R' PLAID TFOR 14. TESTING OF COMPLETE CONTROL ECUIPIEMENT AND CABINET WIRING SHALL BE ACCOMPLISHED AT A FACILITY DESKMTED BY TRAFM THE CRY OF CARLSBAD. CONTRACTOR SHALL DELIVER AND PICK -UP EQINPMENT. rpFEM /q RANCHO SANTA MGM 0 AMD 15. LUNAIES SHALL HAVE INTEGRAL BALLASTS AND PHOTO -- ELECTRIC SWITCHES (TYPE IV ). d F C JK MiN Design Group, I DC. CRUX ACMM /AAA 1A PONTA 16. COORDINTE ALL WORK NEAR EXISTING APPURTENANCES WITH THE CARLSBAD UTLMES AND MANTAINANCE DEPARTMENT AT e f n (619) 438 -7753 ! CITY OF ENCIIITAS -GRE INNI GG SHIELDS AT 833 -2778 48 HOURS PRIOR TO BEGNG WORK. Na>II14 ffic Engineering and Design Services L Q 17. SEE SHEET 6 O ! CARLSBAD FOR RMMMY IMPR EN OVEMT STR04W AND SO". rep �ond, under the Supervision of �r '�K' �3 0 � �'�I it 1 31 -93 a 4 ►} Cl�l�. �� RONALD J. JONP f R.C.E No.39644 Exp. 12/51/93 PROJECT NO. DRAWING NO I OF C►1 \ 4101 Birch St. Sui a 230 Newport Beach, G 92660 �� �� QAIE N11AL D � I (714) 474 -1031 *** FAX (714) 474 -0902 REVISION DESCRIPTION mm „�„ atY mvwy � BY: PD- 412 331 - 2 d 0004*-TS -SIGNDIG AND STRIPING NOTESi FUTURE ROAD I 1. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL STRIPING AND SIGNING. 1 2. SIGNING AND STRIPING SHALL CONFORM TO THE LATEST CALTRANS TRAFFIC 1 w56 MANUAL, CALTRANS STANDARD SPECIFICATIONS (DATED JULY 1992), THESE s TYPE N -1 PLANS AND SPECIAL PROVISIONS. aR2s / I 1 Res 3. ALL SIGNING AND STRIPING IS SUBJECT TO APPROVAL OF THE CITY ENGINEER 1 W41 _ �-- - - i �� - - _ OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION. 2 "SIGNAL - HEW N 6 1 R26 iv - R/W 4. ALL SIGNS AND STRIPING SHALL BE REFLECTIVE PER CALTRANS SPECIFICATIONS aR26 17 I R26 STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INTIAL PAINTING. SIGNING / N SHALL USE 3M HIGH INTENSITY SHEETING OR EQUAL 15 6 N 18 / 5. EXACT LOCATION OF STRIPING AND LIMIT LINES SHALL BE APPROVED BY CITY - - TRAFFIC ENGINEER OR HIS REPRESENTATIVE PRIOR TO INSTALLATION. 11 R26 1 W31 - 7 6. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND 1 R2wo aR10(LT) " � PAVEMENT LEGENDS BY SANDBLASTING. SANDBLASTING DEBRIS SHALL BE R/W E.P ,3 b 1a R26 O aTYPE I(10) 1 R10( ) aR26 ` ^ry ` PROMTLY REMOVED BY CONTRACTOR. ' y a 1 R26 7. ALL PAVEMENT MARKINGS SHALL BE CALTRANS NON - METRIC STENCILS AND 1 w56 SFWl MATCH CITY OF CARLSBAD UTILITIES AND MAINTAINENCE DEPARTMENT ��j 14 50' \ TYPE N -1 PAVEMENT MARKING STENCILS. CONTRACTOR SHALL VERIFY WITH CITY P�- V taR26 7 6?� INSPECTOR THAT STENCILS MATCH THE CITY OF CARLSBAD PRIOR TO u A 12 / Cj 1 '� 1 R10(RT) s INSTALLING PAVEMENT MARKINGS. 1 R11 �� 8. LIMIT LINES AND PAINTED CROSSWALKS SHALL BE FIELD LOCATED. Z N N R/W 1 R1 R11A\ \ ` 9. ALL SIGNS SHALL BE STANDARD SIZE SHOWN IN CALTRANS TRAFFIC MANUAL ?, aTYPE IVI �� UNLESS OTHERWISE NOTED. r6 1 R26 14 so �� ` 10. CONTRACTOR SHALL MAINTAIN TRAFFIC THROUGH THE CONSTRUCTION AREA AND PROVIDE ALL NECESSARY DELINEATION PER THE APPROVED TRAFFIC CONTROL 2a-STOP" PLAN. 1 R1 1 R10(LT) �� \ 11. SIGNS SHALL BE MOUNTED ON STREET LIGHTS WHERE POSSIBLE, OTHERWISE O 2 TYP N(R) FUTURE SIGNS SHALL BE MOUNTED ON 1 3/4" SQUARE TELSPAR BREAK -AWAY POSTS a W31 WITH SLEVE AND ANCHOR. TYPE N- 2(RED) 12. A STREET SIGN DEPOSIT HAS BEEN PAID TO THE CITY, BY THE OWNER FOR W INSTALLATION OF ALL MOUNTED SIGNS PER THESE PLANS. CONTRACTOR SHALL U COORDINATE WITH AND ASSIST CITY FORCES DURING INSTALLATION OF THESE %p LINE - STA. 11 +50 SIGNS. L SEE ABOVE � �, a R26 s "o. 7 a N \ ` � EXISTING AC BERM f _7 1 ��\ a 2 ` 4 20' U y AHEAEr 2 TYPE N(R) / -a� - 2 TYPE N(R) 10 DIAGONALS AT 2 "SIGNAL ��C?� E`MILE MARKER PADDLE aTYPE F -1 25 INTERVALS - R/W - - 1 R18 3a R3 "35 END / AHEAl7' " M IL E Y DELINEATORS 10 1 Typ W4 T �R - R - 1 R26S ' �DIMENSIO W 1 �W41 8 15 ' - - - - - - - 0 0 JOIN EXISTING aW41 ` 9 f 8 150' 12 275' 7 5 /' m 4�R2 -4 .�. - 44 t hON 12 �' I 6 5 ti` 9 t 0' TRANSITIO N `r 4 T0 BCR Ire x _ 4 G7 STREET E SIGNS MIA) L GENERAL NOTES - IKNlsr►1'�o 10 1 3 R2 2 TYPE N(L) —� R/W 5 2 TYPE IVI 1. ALL WORK SHALL CONFORM TO THE LATEST CALTRANS � W53A 4 R7 RANCHO SANTA FE ROAD E (JULY, 1992) STANDARD PLANS AND STANDARD l 20' 2o'4 SPECIFICATIONS, AND THE SPECIAL PROVISIONS. I 2. TRAFFIC LINE STRIPING DETAILS, INCLUDING REFLECTIVE / / 4T PAVEMENT MARKERS, PER CALTRANS STANDARD PLAN / A20 -A, B. AND C AND A 24-A, B, C, AND D (J ULY, HALL BE IN W STRIPES (2) COAL D MARKINGS / O C/� CONSTRUCTION NOTESs \EJ� G65 EXISTING TO REMAIN. 8225 2 1O INSTALL TRAFFIC SIGN, PER CALTRANS STANDARDS AND SIGNING AND STRIPING NOTES. ♦ `' \EDETAIL 21 2\ta PAINT PAVEMENT MARKINGS PER CALTRANS STANDARDS AND SIGNING AND STRIPING NOTES. O Q` 3O REMOVE AND REUSE EXISI SIGN. AS BUILT" i 4O REMOVE AND SALVAGE EXISTING SIGN TO ENCINITAS CITY YARD. R/W 5 SAND BLAST CONFLICTING STRIPING. REMOVE EXISTING CURB ♦ ♦ Jv REVI WED BY CITY OF ENCINITAS ss 1 9� O CONFLICTING REFLECTIVE PAVEMENT MARKERS. i o f Q` p.E _ '� EXP. �'��'» DATE © 2" PAINT 1 YELLOW STRIPE. (►O' I us IDE DIME1.1Si0A!) `'o• � R/W ar: CAM 4i REMEwED BY 7O PAINT SOLID DOUBLE YELLOW STRIPE. DETAIL 22. / •'� CURB wSPlw DALE ® PAINT 8" WHITE CHANNELIZATION LINE, DETAIL 38A SHEET ITY ' nwm 9O PAINT SOLID DOUBLE YELLOW STRIPE, DETAIL 29. 2 AHEAD" ENGPIEEIRM DEPARWENT 9 PAINT 12" WHITE DIAGONALS AT 25' O.C. 3i @ 1 t D�IIDt9ORIT SIG AND STRIP G O7 PAINT 1 t WHITE STRIPE. A W17 F RK JK RAHM SANTA R ADAD AND O 2 PAINT s3' WHITE CHANNELIZATION LINE, DETAIL 38. 1 W4t ;~ � D� Nlll�ll GrN , InC■ CANS= ACMM /A� L PONTA � Traffic Engineering and Design Services PAINT 4' WHITE EDGELINE PER DETAIL 27B.� Prepared under the Supervision of AppRavEn 5 M-�3 Q=7�' VANS 4 PAINT 4" WHITE STRIPE. �c►r .MC A5 bwl� 51• A"N t+.n .f vut Ae"yo Dote 5 3 !3 t 31 -l3 ° T � � RONALD J. .E No.39644 Exp. 1 /31 /93 Q ' OF CAL \ 4101 Birch St. ite' 230 Newport Beach, CA 92660 NMAL DAB /f11AL DANE Ulm PROJECT HM C� B DRAT IC (714) 474 -1031 *** FAX (714) 474 -0902 DF REVISION DESCRIPTION o ar Y PD- 412 331 — 2 D d 0004L -TS