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HomeMy WebLinkAbout00-88 i I CONDUCTOR SCHEDULE DETAIL "A" DETAIL "B" O ' POLE SCHEDULE i s AWG CIRCUIT A5 A6 I 01 3 6 �O POLE DATA SIGNAL H.P.S.V. LUM SIGNAL MOUNTING IPEO PUSH BUTTON POLE LOCATION ILLUMINATED SIGN a , 02 3 3 6 F O ��DETECTOR ��� No TYPE HEIGHT MA MA WATTS VEH MA PED PHASE POLE QUAD A B MESSAGE (DBL FACE) n 04 3 3 3 3 6 RED (OPTICOM MODEL 711) --`` 1 15 30' - 12' 250 SV-2-TB - - 6 S 12' 2.5' - ' 05 3 3 3 3 3 6 w 2 1A 10' TV-1-T SP-1-T 12' 2.5' i G 3 26-4-129 30' 40'■ 15' 250 SV-2-TB2-MAS - - - AS SHOWN 5' Church Road #14 �6 3 3 6 YELLOW O �' ® 19-4-129 30' 25' 15'0 250 SV-2-TB MAS - - - AS SHOWN 5 Railroad Canyon RdV 06P 2 2 2 2 04 1y 5 6-4-129 30' 45'® 15' 250 Sy-= 2-MAS SP-1-T - - 12' 2.5' Church Road O MASTARM MOUNTING CLAMP © 1A 10' - - - TV-1-T - - 6 S 12' 2.5 - 06 PPB 1 1 1 GREEN (ASTRO MINI BRAC MOUNT Jp� • POTHOLE MAST ARM POLE FOUNDATIONS PRIOR TO ORDERING POLES AND MAST ARMS. * SEE DETAIL"C" OR APPROVED EQUAL) ■ F-15' PPB COMMON 1 1 1 ®F-20' SPARES 3 3 3 3 3 6 GREEN Li O ♦SINGLE FACE TOTAL 12 15 8 16 16 40 =`>:'`: LOCATE EVPE DETECTOR 40 ROTATE LUMINAIRE ARM 90 DEGREES LEFT PHASE DIAGRAM ' (;:i::MASTARM::...... ON LEVEL PART OF 12 IISNS 2 2 1 MAST ARM SIGNAL COMMON 1 1 1 36' NOT 1 1 2 � --� USED #1 D LUMINAIRE 2 2 2 2 FLASHER 2 2 1 2 2 EMERGENCY VEHICLE PRE—EMPTION DETECTOR 45" r/ TOTAL 3 5 3 5 5 2 N (�1 02 03 04 01 1 1 1 1 TRAFFIC SIGNAL MAST ARM MOUNTING DETAIL MOUNT ®17' DET. 02 2 1 2 1 ONLY NOT NOT 4 2 2 1 o LOOP 05 1 1 'f" , N 4 O SP—U USED USED o 0 CABLE 06 2 2 2 2 4''/ I' 04 04 1 s a TYPE B i 6 3 05 06 07 p8 a E CONDUCTORS BY TEL. CO. - O6 2"C, 2-DLC & 2 #10(FLASHER) TOTAL 3 3 3 5 8 TO BE DETERMINED `+ t�+ 1 5 ��6 - ® '`� 6 O O -- R 2"C, 2 #10(FLASHER) n EVP CABLE 1 2 3 2"C,"zI #6 (SIGNAL) 5 CONDUIT SIZE 2" 3" 2"2.5 g�JA 3"C & PULLROPE, 2 —— O6P - - - CONDUCTORS BY SCE 11 6 O6P PERCENT FILL 12 10 14 15 SP(PP#4163825E) ` s - 06 05 3 02 R 4_ R96(2-EA).... - - R96(2 EA) 4 2"C, 2 #10(LTG), 4-#101(rLA IHs"INNc 2 1 06 BACON), 2#12(IISNS) &#6(BARE) 6 01,06 CONTROLLER DETECTOR N — 2-06(14) - INPUT (TYP) _.__- -_. __.. 475' TO ` 4 SP-U __ _ _ _ LIMIT LINE --1--�pg�6� 1v1 MOUNT--®17`. _ 01 5o+74.85 1 1-yil 1 Q - DETAIL "A" 02,05 6 D N -m5(5). R34 4 02 _ _ ROAD 650' TO A„Rp p 04 6 4 R96 LIMIT LINE g �� I 04 04 04 6 - 50 E CONSTRUCTION NOTES (THIS SHEET): ZO 4 4 1 1 _CONTRACTOR SHALL FURNISH AN INSTALL A ECONOLITE TS2 TYPE ASC/25-2100 CONTROLLER ASSEMBLY, .: COMPLETE WITH DETECTION FOR `PHASES, COORDINATION TELEMETRY, DETECTOR SENSORS, a R96 AND AUXILIARY EQUIPMENT IN UNPAINTED ALUMINUM TYPE "P" CABINET. FOUNDATION SHALL EXTEND 2"C, 2-DLC &2 #10(FLASHER) 11 38, 18" ABOVE GRADE. `n 1i f{ti 35 o-CONTRACTOR SHALL FURNISH AND INSTALL A TYPE III-BF SERVICEDO CY. 1 r1-I EQUIPMENT ENCLOSURE WITH THE FOLLOWING CIRCUIT BREAKERS: EP _a ONE 120/24OV-IOOA (MAIN) ONE 120V-50A (METERED SIGNALS) a Z—mz� GENERAL NOTES (THIS SHEET): ONE 120V-40A (UNMETERED LIGHTING) / ONE 120V-15A (METERED IISNS) r, 1. ALL ITEMS TO BE FURNISHED AND ALL WORK TO BE DONE SHALL CONFORM TO THE ONE TYPE V P.E.C.(UGHTING &SIGNS) THE REQUIREMENTS OF: THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION L� (CALTRANS) STANDARD PLANS AND SPECIFICATIONS, DATED JULY 1992; CALTRANS 9. UNGROUNDED SIGNAL CONDUCTORS SHALL NOT BE SPLICED. 3o-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 UGHTING FIXTURE AND FLASHING BEACON CONTROL ASSEMBLY 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"C, 2 #10(FLASHER) PULL BOXES SHALL NOT BE LOCATED IN OR WITHIN V OF ANY CURB ACCESS RAMP CONTRACTOR 11. . 4 SHALL FURNISH AND INSTALL SIGNS 2. UTILITIES SHOWN ON THESE PLANS ARE CORRECT AND ACCURATE TO THE EXTENT OF � SIGN(S) AS SHOWN. AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO TAKE STEPS TO ASCERTAIN 12. MAST ARM MOUNTED SIGNS SHALL BE FABRICATED WITH HIGH INTENSITY REFLECTIVE SHEETING. 3 THE EXACT LOCATION OF ALL KNOWN SUBSTRUCTURES PRIOR TO DOING WORK THATEj— CONTRACTOR SHALL FURNISH AND INSTALL TYPE H RISER PER SCE REQUIREMENTS. CONTRACTOR MAY DAMAGE OR INTERFERE WITH SUCH FACILITIES ("UNDERGROUND SERVICE ALERT" 13. THE CONTRACTOR SHALL VERIFY WITH THE ENGINEER THE PRECISE FIELD LOCATIONS OF ALL SHALL CONTACT LES MONTGOMERY, SCE PROJECT MANAGER, AT 909-928-8237 PRIOR TO (800) 422-4133). TRAFFIC SIGNAL EQUIPMENT PRIOR TO INSTALLATION. INSTALLATION. E 3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL AFFECTED 6o-CONTRACTOR SHALL FURNISH AND INSTALL OPTICOM PRE-EMPTION DETECTOR MODEL 711. O AGENCIES AND UTILITY COMPANIES A MINIMUM OF 72 HOURS PRIOR TO START OF CONTRACTOR SHALL FURNISH AND INSTALL OPTICOM PRE-EMPTION MOUNTING HARDWARE CONSTRUCTION. CONTRACTOR SHALL CONTACT SCE FOR LOCATION OF SERVICE POINT. AND CABLE, SEE DETAIL"B" AND THE SPECIAL PROVISIONS. 7o-CONTRACTOR SHALL FURNISH AND INSTALL 3" CONDUIT AND PULLROPE PER GTE REQUIREMENTS. o /'�» 4. UNLESS SHOWN OTHERWISE, INDUCTIVE LOOPS SHALL BE TYPE "E" WITH 10' SPACING CONTRACTOR SHALL CONTACT GTE PRIOR TO INSTALLATION FOR SERVICE POINT L6 TION. DETAIL C IN THE DIRECTION OF TRAVEL. LOOP WIRE SHALL BE TYPE 2. LOOP SEALANT SHALL BE HOT-MELT RUBBERIZED ASPHALT PER STATE STANDARD 86-S.01A(S). NECESSARY STRIPING SHALL BE LOCATED PRIOR TO POSITIONING DETECTORS. o IMPORTANT NOTICE UNDERGROUND STRUCTURES POLE LOCATION 5. CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL BE � z THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED SECTION 4216-4217 OF THE GOVERNMENT ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE Ro FOR THE INTENDED OPERATION. THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROVED CODE REQUIRES A DIG ALERT IDENTIFICATION RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION ANO EXTENT,.THE OWNER BY ACCEPTING _ o o NUMBER BE ISSUED BEFORE A THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO I,;REE,TO ASSUME UABIUTY AND TO CONDITIONS OF DEVELOPMEN AND/OR CITY AND STATE LAWS, AND A PERMIT 'p'PERMIT TO EXCAVATE' WILL BE VALID HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE F IST'1X OF UNDERGROUND UTILITIES to S A E.C.R. 6. ALL VEHICLE HEADS SHALL BE 12" WITH GLASS LENSES. THE HOUSING, BACKPLATES - v A CAN BE ISSUED. FOR YOUR DIG ALERT ID NUMBER CALL OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED:NOT INDICATED Or4lE iBLIC RECORDS EXAMINED:THE O AND VISORS SHALL BE METAL. PLASTIC VEHICLE HEADS AND LENSES ARE NOT PERMITTED. CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES To :��. 'HE ununEs OR smucTUREs rn i UNDERGROUND SERVICE ALERT PPj�� A ,p ///I y//� p TOLL FREE 1—800-422-41 33 SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SF1F"(I iHALL BE THE CONTRACTOR'S j B 7. PEDESTRIAN INDICATIONS SHALL BE TYPE A WITH INTERNATIONAL SYMBOLS. 11 'Jg V'!� �L/�m"`-/Ti/ -7-00 RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES U. :.2NED BEFORE STARTING WORK. YYR�A TWO WORKING DAYS BEFORE YOU DIG. U RA OND O'DONNELL, CITY ENGINEER RCE# 26603 DATE a B O 8. CONDUIT BETWEEN ADJOINING PULL BOXES SHALL BE 2" UNLESS SHOWN OTHERWISE. 20 0 20 40 60 QS EXACT LOCATION BY - _ 11-141"a ° aESION ° aaRSTRM=T1a� TRAFFIC SIGNAL PLAN DI ENGINEER IN THE FIELD m GRAPHIC SCALE: 1" = 20' REVISIONS W. . SHEET 3pUFESS/p <A.p `�„ t - RAILROAD CANYON ROAD G� 1��. 27555 YNEZ ROAD,SUITE 400 O SIGNAL STANDARD _ N a F. TEMECULACAUFORNIH92591-4679 AT DESIGNED: SCALE: " No.57535 CONSULTING 909.676.8042• FAX 909.676.7240• W 1413F.Com O PLACEMENT DETAIL GT 1"• 20, Exp,12-31-01 CHURCH ROAD a NO SCALE DRAWN: GT DATE:B/00 '•ctr C(VIL Q��1Q PLANS PREPARED T E SU ERVISION OF: < CHECKED: JOB NUMBER: E 0f CAF.�E ----l��gc!U �iG DATE:B'/Sjgya CITY OF LAKE E L S I N O R E OF 2 SHTS. DATE BY NO. DESCRIPTION APP'D DATE CAO 10-100790 CARLOS A. RTIZ R.C.E. 57535 x