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Home My WebLink AboutTS RRCYN & CHURCH AWCONDUC TOR SCHEDULE DETAIL "A"CIRCUIT DETAIL "B" Po ' POLE SCHEDULE 01 3 6 �O POLE DATA SIGNAL H.P.S.V. LUM SIGNAL MOUNTING PED PUSH BUTTON * POLE LOCATION ILLUMINATED �2 3 3 6 RED ��DETECTOR 11 No TYPE HEIGHT MA MA WATTS VEH MA PED PHASE POLE QUAD A B MESSAGE (DBL 04 3 3 3 3 6 (OPTICOM MODEL 711) -` CO 1 15 30' - 12' 250 SV-2-TB - 6 S 12' 2 5' 05 3 3 3 3 3 6 �JQ` - _ G 2 1A 10' - - - TV-1-T - SP-1-T #14 06 3 3 6 YELLOW 6 3 26-4-129 30' 40'■ 15' 250 SV-2-TB -MAS - - 12' 4 19-4-129 30' 25' 15'66 9i SV-2-18 MAS AS SHOWN 5' Church Road 6P � - _ 2 2 2 20 �4 - - - AS SHOWN 5 Railroad Canyon O 1ti 5 6-4-129 30' - 15' 250 S -1- 2-MAS SP-1-T 12 - MASTARM MOUNTING CLAMP 6 IA 10' 2.5' Church ROD 6 PPB 1 1 1 GREEN (ASTRO MINI BRAC MOUNT (� TV-1-T 6 $ 12' 2.5' O OR APPROVED EQUAL) �P` • POTHOLE MAST ARM POLE FOUNDATIONS PRIOR TO ORDERING POLES AND MAST ARMS. �1 SEE DETAIL"' PPB COMMON 1 1 1 O CU ■ SPARES 3 3 3 3 3 6 GREEN F=15'0 ®F=20' ♦SINGLE FACE v TOTAL 12 1518 16 16 40 LOCATE EVPE DETECTOR PHASE 12 IISNS 2 ffT2 MASTARM:::;:_:: ON LEVEL PART OF O ROTATE LUMINAIRE ARM 90 DEGREES LEFT DIAGRAM MAST ARM SIGNAL COMMON 1 1 2 FLASHER" 22 2 - 36" AN #10 USED FLASHER 2 2 2 2 ._� TOTAL 3 5 3 5 5 2 EMERGENCY VEHICLE PRE-EMPTION DETECTOR 01 1 1 1 1 TRAFFIC SIGNAL MAST ARM MOUNTING DETAIL N 45" 01 02 DET. 02 2 2 MOUNT 0 17' LOOP 04 2 2 $ ONLY f----y 05 1 1 a 4 O U CABLE 06 2 2 2 2 1 SP-U (TYPE B) �il 6 �4 �4 3 7 CONDUCTORS BY TEL. CO. t 0rA rn TOTAL 3 3 3 5 8 TO BE DETERMINED ---`��1• 5 O - 06 y�rJ ws 2"C, 2-DLC &2 #10(FLASHER) EVP CABLE 1 2 3 +;^'; 1 6 6 - O 2"C, 2 #6 (SIGNAL) O 2 6 — — Rw 2"C, 2 #10(FLASHER) CONDUIT SIZE 2" 3" 2"2.5'2.5'23" 3"C &PULLROPE, 2 CONDUCTORS BY SCE g16P - _ —— PERCENT FILL 12 10 14 15 18 6 6 06P ------ 06 - 5❑SP(PP#4163825E) 05 R/v 02 4 R96(2 EA) R96(2 EA) 4 _ 3 N N 2"C, 2 #10(LTG), 4 #10(FLASHING 2 1 06 -- / BEACON), 2 #12(IISNS) & #6(BARE) 6 01,06 CONTROLLER DETECTOR — 2-06(1 INPUT(TYP) 4) ' TO n� LIMIT LINE Q MOUNT ®1T 01 50+74.85 1 1-01 1 _ 1-06(6) s DETAIL "A" 02,05 6 n RpAp CA 4 1-05 5)` 04 6 02_ — — — ROAD Ny0 R A1� 4 R96 6 LIMITIT L50, INE .o �4 NE i 1 04 04 d 1 02 5' EP ZO 4 6 15 N �_ -� CONSTRUCTION NOTES (THIS SHEET): 10 `TM\T LINE / 4 O to--CONTRACTOR SHALL FURNISH AND INSTALL A ECONOUTE TS2 TYPE ASC/25-2100 CONTROLLER ASSEMBLY, R96 COMPLETE WITH DETECTION FOR 5 PHASES, COORDINATION TELEMETRY, DETECTOR SENSORS, a/ AND AUXILIARY EQUIPMENT IN UNPAINTED ALUMINUM TYPE "P" CABINET. FOUNDATION SHALL EXTEND �Zr rt> 2"C, 2-DLC & 2 #10(FLASHER) 38' 18" ABOVE GRADE. 35' _ EP CONTRACTOR SHALL FURNISH AND INSTALL A TYPE III-BF SERVICE WIN m EQUIPMENT ENCLOSURE WITH THE FOLLOWING CIRCUIT BREAKERS: GENERAL NOTES (THIS SHEET): ONE 120V-50A-MET (MAIN) ONE 120V-50A (METERED SIGNALS) a ONE 120V-40A (UNMETERED LIGHTING) c�ALL ITEMS TO BE FURNISHED AND ALL WORK TO BE DONE SHALL CONFORM TO THE ONE 120V-15A (METERED IISNS) a THE REQUIREMENTS OF: THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION ONE TYPE V P.E.C.(LIGHTING &SIGNS) (CALTRANS) STANDARD PLANS AND SPECIFICATIONS, DATED JULY 1992; CALTRANS 9• UNGROUNDED SIGNAL CONDUCTORS SHALL NOT BE SPLICED. 3❑---CONTRACTOR SHALL FURNISH AND INSTALL TYPE 9B CANTILEVER FLASHING BEACON, m TRAFFIC MANUAL; AND THE SPECIAL PROVISIONS. POLE TYPES SHALL CONFORM TO W41 SIGN, INCANDESCENT LIGHTING FIXTURE AND FLASHING BEACON CONTROL ASSEMBLY 2"C, 2 #10(FLASHER) CALTRANS JULY, 1999 STANDARD PLANS. 10. ALL PULL BOXES SHALL BE No. 5, UNLESS OTHERWISE NOTED ON THE PLAN. PER CALTRANS JULY, 1999 STANDARD PLANS ES-7K AND 7L. 2. UTILITIES SHOWN ON THESE PLANS ARE CORRECT AND ACCURATE TO THE EXTENT OF 11. PULL BOXES SHALL NOT BE LOCATED IN OR WITHIN 1' OF ANY CURB ACCESS RAMP. AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO TAKE STEPS TO ASCERTAIN CONTRACTOR SHALL FURNISH AND INSTALL SIGN(S) AS SHOWN. 3 THE EXACT LOCATION OF ALL KNOWN SUBSTRUCTURES PRIOR TO DOING WORK THAT 12. MAST ARM MOUNTED SIGNS SHALL BE FABRICATED MATH HIGH INTENSITY REFLECTIVE SHEETING. MAY DAMAGE OR INTERFERE NTH SUCH FACILITIES ("UNDERGROUND SERVICE ALERT" 13. THE CONTRACTOR SHALL VERIFY WITH THE ENGINEER THE PRECISE FIELD LOCATIONS OF ALL SHALL CONTACT ACTOR LESLL FMONTGOMERY,URNISH AND I SCE APROECT MANAGER, AT 909R9Q8-823�TPRIORN oACTOR (HE 422-4133). TRAFFIC SIGNAL EQUIPMENT PRIOR TO INSTALLATION. INSTALLATION. 3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL AFFECTED E AGENCIES AND UTILITY COMPANIES A MINIMUM OF 72 HOURS PRIOR TO START OF K-CONTRACTOR SHALL FURNISH AND INSTALL OPTICOM PRE-EMPTION DETECTOR MODEL 711. a CONSTRUCTION. CONTRACTOR SHALL CONTACT SCE FOR LOCATION OF SERVICE POINT. CONTRACTOR SHALL FURNISH AND INSTALL OPTICOM PRE-EMPTION MOUNTING HARDWARE AND CABLE, SEE DETAIL "B" AND THE SPECIAL PROVISIONS. 4 IN THE DIRECTION OF TRAVEL. LOOP WIRE SHALL BE TYPE 2. LOOP SEALANT DETAIL "C" 4• UNLESS SHOWN OTHERWISE, INDUCTIVE LOOPS SHALL BE TYPE W 10'AN SPACING 7❑--CONTRACTOR SHALL FURNISH AND INSTALL 3" CONDUIT AND PULLROPE PER GTE REQUIREMENTS. O SET SHALL BE CONTRACTOR SHALL CONTACT GTE PRIOR TO INSTALLATION FOR SERVICE POINT LO TION. 0 HOT-MELT RUBBERIZED ASPHALT PER STATE STANDARD 86-S.01A(S). NECESSARY STRIPING POLE LOCATION SHALL BE LOCATED PRIOR TO POSITIONING DETECTORS. \ 5. CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL BE IMPORTANT NOTICE UNDERGROUND STRUCTURE' 0 THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR THE INTENDED OPERATION. SECTION 4216-4217 OF THE GOVERNMENT ALL UNDERGROUND UTIUNES OR STRUCTURES REPORTED BY THE OWNER OR DINERS D THOSE SHONN ON THE CD 3 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROVED CODE REQUIRES A DIG ALERT IDENTIFICATION RECORDS EXAMINED ARE INDICATED NTH THEIR APPROXIMATE LOCATION AND EXTENL�E ONNER BY ACCEPTING o E.C.R. A 6. ALL VEHICLE HEADS SHALL BE 12" WITH GLASS LENSES. THE HOUSING, BACKPLATES CONDITIONS OF DEVELOPMEN AND/OR CITY AND STATE LAWS, AND A PERMIT NUMBER BE ISSUED BEFORE A THESE PLANS OR PROCEEDING IMPROVEMENTS PURSUANT THERETO ATtEEj T6 A$$I1ME UABWtt AND TO 0 AND VISORS SHALL BE METAL. PLASTIC VEHICLE HEADS AND LENSES ARE NOT PERMITTED. CAN BE ISSUED. 'PERMIT TO EXCAVATE' WILL BE VALID HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE FIST'!�OF UNDERGROUND UTIUTIES o, K 'A FOR YOUR DIG ALERT ID NUMBER CALL OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED:NOT INDICATED DC' IE IBLIC RECORDS EXAMINED:THE B UNDERGROUND SERVICE ALERT CONTRACTOR IS REWIRED TO TAKE DUE PRECAUTIONARY MEASURES TO +' I ME UIIUTIEB OR STRUCTURES O 7. PEDESTRIAN INDICATIONS SHALL BE TYPE A MATH INTERNATIONAL SYMBOLS. , !2 A. 9 7 DO TOLL FREE 1-800-422-41 33 OWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE ;HALL BE THE CONTRACTOR'S j 8. CONDUIT BETWEEN ADJOINING PULL BOXES SHALL BE 2" UNLESS SHOWN OTHERWISE. RA ONfYF D ODONNELL, CITY ENGINEER RCE# 26603 DATE rwo WORKING DAYS BEFORE You DIG. RESPONSIBIUN TO NOTIFY 1HE OWNERS OF THE UTILITIES OR STRUCTURE LL��LLYY- 2NED BEFORE STARTING WORK.g o y EXACT LOCATION BY 0 0 20 40 60 0' ENGINEER IN THE FIELD REVISIONS .M i I'I' < m GRAPHIC SCALE: 1" = 20' PLANNING ■ DESIGN ■ CONSTRUCTION - ��QQoSFEA9l� TRAFFIC SIGNAL PLAN SHEET SIGNAL STANDARD a all 27WYNEZ ROAD,SIAtE400 RAILROAD CANYON ROAD PLACEMENT DETAIL DESIGNED: SCAE: — U No.57535 T��`O'�0�L^ '4679 AT 1 0 NO SCALE CONSULTING 909.676.8042"FAX 909-676.7240" WwWRBF.com O GT "_20• s Exp.1231-01 CHURCH ROAD CHECKED CT JOB NUMBER: •fglF QCAM, PLANS PREPARED ER E SU ERVISION OF: DATE BY N0. DESCRIPTION APP'D DATE CAO __-'cH=� R.C.E.B S�IGYID C I T Y OF LAKE El N O R E 10-100790 CARLOS A. RTIZ �I OF 2 SHTS.