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HomeMy WebLinkAboutButterfield Stage Road @ Crowne Hill Drive CONDUCTOR SCHEDULE P O L E S C H E D U L E CONDUIT SIZE AND RUN NUMBER (NEW) R RED CONSTRUCTION NOTES :AWG SIZEo STANDARD ARMS LUMINAIRE PED PUSH BT. SIGNAL MOUNTING I.I.S.N.S. PLACEMENT [1]OR POLE OR CIRCUIT 3" 138 4" 120 3" 4" 2-4 CABLE TYPE YELLOW CONTRACTOR SHALL CONSTRUCT TYPE 332 CABINET FOUNDATION AND C TYPE HT. SIG. LUM. H.P.S.V. TYPE QUAD VEHICLE PED. MESSAGE A B Q Q � Q A z j Y SHALL FURNISH AND INSTALL TYPE 332 ALUMINUM CABINET AND CONTROLLER. _ _ THE CONTROLLER ASSEMBLY SHALL CONSIST OF A MODEL 170 CONTROLLER UNIT 0 15 30' - 15' 25OW B 2 W - - - 12' 2.5' 12 POLE - 1 - - - - - - - 1 1 1 GREEN EQUIPPED WITH ONE (1) MODEL 412C SYSTEM MEMORY MODULE, ONE (1) 400 MODEL _ _ _ _ _ _ CONDUCTOR 2 _ 1 1 1 1 1 1 1 1 MODEM, AND BI-TRANS 200 PROGRAM. THE ASSEMBLY SHALL BE HOUSED IN THE 0 O 1A 10' _ TV-2-T SP-1-T 12 2.5' _ SIMULTANEOUS MODEL 332 CABINET, WIRED FOR 8--PHASE CAPABILITY, AND INCLUDE ALL 3 1 1 1 - - - - 1 GREEN ACCESSORIES NECESSARY TO PROVIDE THE PHASING AND PERFORM ALL FUNCTIONS 926-4-80 30' 45' 15' 250W - - - 2-MAS, SV-2-TA - Crowne Hill AS SHOWN 2.5' - - - - _ INDICATED ON THESE PLANS. THE CABINET SHALL INCLUDE CABINET DRAWER ASSEMBLY , � 4 1 1 1 1 1 1 � 19-3-80 30' 25' 15' 250W B 8 N MAS, SV-1-T SP-1-T Butterfield Stage ■ AS SHOWN 2.5 5 _ _ - _ _ _ _ _ - _ _ 1 AND CABINET LIGHT ASSEMBLY. ALL EQUIPMENT SHALL BE ON THE CURRENT STATE OF 3 _ _ 1 1 1 4—SECTION SIGNAL HEAD CALIFORNIA "QUALIFIED PRODUCTS LIST". GDI LOAD SWITCHES WILL NOT BE ACCEPTED. 19-4-80 30' 30' 15, 25OW B 8 S MAS, (2) SV-1--T SP-1-T Crowne HiU 12' 2.5' WNDucTaR 6 1 1 DETAIL »B» Q CONTRACTOR SHALL FURNISH AND INSTALL A DUAL METERED TYPE III-CF SERVICE 6 1A 10' - - — B 2 W TV-1-T SP-1-T - 12' 2.5' TOTAL 1 3 2 3 2 1 1 1 2 3 6 6 EQUIPMENT ENCLOSURE WITH THE FOLLOWING CIRCUIT BREAKERS: I.I.S.N.S. 2 2 2 - - 2 - ONE 120/24OV--100A (MAIN) PH SE IAGRAM EXACT POLE LOCATIONS DETERMINED BY ENGINEER IN THE FIELD. ONE 120V-50A (METERED SIGNALS) EMERGENCY VEHICLE PREEMPTION DETECTOR POTHOLE POLE FOUNDATION LOCATIONS PRIOR TO ORDERING POLES. 112 P.E.C. - - - - - -- - ONE 240V-40A (METERED LIGHTING) ONE-SIDED IISNS 2 12� TOTAL 2 2 2 - - - " ONE 120V--15A (METERED IISNS) MOUNTING DETAIL -----�- NOT NOT-- RED DUAL TYPE V P.E.C. �'- mW USED USED LUMINAIRES 2 2 2 1 - 2 2 -- 3❑ FURNISH AND INSTALL EMERGENCY VEHICLE PRE-EMPTION EQUIPMENT, PER DETAIL "C", » » 01 � 0 04 #10 SIGNAL COMMON 1 1 1 1 1 1 2 12" YELLOW AND 4-CHANNEL CABINET DISCRIMINATION EQUIPMENT REQUIRED IN THE CONTROLLER DETAIL C TOTAL 3 3 3 1 3 3 2 CABINET (3M 700 SERIES OR TOMAR 2140 SERIES ONLY). NOT NOT 1 of #8 SIGNAL SERVICE - - - - - -` 12" GREEN 4 CONTRACTOR SHALL FURNISH AND INSTALL SIGN(S), PER CALTRANS STANDARD PLAN, U N DER ROUND STRU T R S USED USED i To of Curb W e ❑ P 01 - -- 1 -- - - 1 » » AS INDICATED ON PLAN. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER, OR OTHERS, DETAIL A AND THOSE SHOWN ON THE RECORDS EXAMINED, ARE INDICATED WITH THEIR APPROXIMATE �2 - - -- 3 3 3 3 0 CONTRACTOR SHALL FURNISH AND INSTALL 2" CONDUIT AND 12-PAIR #19 SIC LOCATIONS AND EXTENTS. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH S• A 03 (NOT USED) - - - - - — - (SEE DWGS. T--2 THRU T-4) IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD UNDER- 06 SIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND 01 04 (NOT USED) -- - - -- - - - UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED; NOT INDICATED ON THE 02 DLC 05 (NOT USED) -- - --- -- - - -- F6T] CONTRACTOR SHALL CONSTRUCT,,NEW CONCRETE ACCESS RAMP, PER CALTRANS PUBLIC RECORDS EXAMINED; LOCATED AT VARIANCE WITH THAT REPORTED OR SHOWN ON 02P_----� �8 OSP Q (TYPE "Bj STANDARD PLAN A88A, CASE B . RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES 10 06 - - 3 - - - 3 TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR 0' BCR 7 CONTRACTOR SHALL CONSTRUCT NEW 4" THICK CONCRETE SIDEWALK PER APWA STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETECTION SPEED: BUTTERFIELD STAGE = 55 MPH M\"I \.\N 07 (NOT USED) - - ❑ STANDARD PLAN 112-1. NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. - B 08 - - - - - 4 4 �'' 2 C W/ IFTOTAL - — 4 3 3 7 1 1 2_DLC _ DETAIL PID)l EVE CABLE #138 1 2 2 — — — 3 RW �• SC _ 000 - �" 2"C W/ -'- �� 20' g EXT. RELOCATE CABLE PB 2-DLC �- -+ � 53' 35' (BY OTHERS) 2 _ I - � 6J2L FH S.C.E. VAULT 4 7r--~r �� ~ _ r r.�� 0000 RW 1 � - � �� � BUTTERFIELD STAGE ROAD Q � __�-r—� .�' - - __r6J2U to ..I..I..I..I r 14. �� i00 00 08 VENT 1 I 08 08 r r _ f - - - - - - 1 °' "A - - - - - - - - - - - - - - - - - - - - - - - - - - - �---` - _ _ SEE DETAIL " I 1 08P - I308 I 6J3U ---- ---- ---- — SEE DETAIL "B" - 0 cN 4 R96 06 \ LUMINAIRE (BY OTHERS) R96B `� I I 6 —����r� �JU R7`3 2 4 01 r r^ 40 41 \ I .ram r��� � — � 00 LUMINAIRE (BY OTHERS) N r r00 3 i — I Ir _�� J __ 00 212U I - �' 02 5 (3)#6 (SIGNAL SERVICE) 3 01&0 213U 4 R96 I I ' �,���--�� - -� - - � - � ' -r 5 am 212E C14 R968 I I 4 R34-2 � -- -- �� — f - o _02 02P _ - _ 1 ` .�..,...-� �� _�--—� EX. SCE SERVICE POINT 1 — \ 418E 5 r '" 3"C W/PULLROPE AND (3)#6 CONDUCTORS 5 1 2 PER S.C.E. REQUIREMENTS 430' TO 5 & 2-DLC ♦ � _ I 7 2 C, 2-#10(LTG), 2-#12(IISNS) 5 LIMIT LINE 5 & 2-DLC ` r/ I I , \ ` � - �� 6 MOUNT 17' HIGH EX. SERVICE #6PB ♦ / I METER #43213 ,i I 1 5 #6PB Q 1 5 4 I 117L\ 08 GENERAL NOTES: RW 1. ALL ITEMS TO BE FURNISHED AND ALL WORK TO BE DONE SHALL CONFORM TO THE I I I I N, \ REQUIREMENTS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION fi. ALL VEHICLE HEADS SHALL BE 12" UNLESS NOTED OTHERWISE. THE HOUSING, 13. ALL LANDSCAPING WHICH IS DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BE REPAIRED (CALTRANS) STANDARD PLANS AND SPECIFICATIONS, DATED JULY 1992, THE CALTRANS W I I I ' 1 � � BACKPLATES AND VISORS SHALL BE METAL. RED YELLOW, AND GREEN INDICATIONS OR REPLACED TO THE SATISFACTION OF THE CITY AND THE PROPERTY OWNER. TRAFFIC MANUAL AND THE SPECIAL PROVISIONS FOR THIS PROJECT. 0 I I I m I �, SHALL BE LED (GELCORE OR CITY APPROVED EQUAL). .. � I , � 2. UTILITIES SHOWN ON THESE PLANS ARE CORRECT AND ACCURATE TO THE EXTENT OF 14. ALL CONDUITS SHALL BE RIGID STEEL; PVC CONDUIT IS NOT ALLOWED. � � I I , RW 7. PEDESTRIAN INDICATIONS SHALL BE TYPE "A" WITH INTERNATIONAL SYMBOLS. ALL AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO TAKE STEPS TO ASCERTAIN � I I 8J7U I UPRAISED HAND SYMBOLS AND WALKING MAN SHALL BE LED (GELCORE OR CITY 15. EACH CONDUCTOR SHALL BE PERMANENTLY IDENTIFIED - IDENTIFICATION SHALL BE BY THE EXACT LOCATION OF ALL KNOWN SUBSTRUCTURES PRIOR TO DOING WORK THAT � I I � APPROVED EQUAL). DIRECT LABELING, TAGS OR BANDS PERMANENTLY FASTENED TO THE CONDUCTORS. MAY DAMAGE OR INTERFERE WITH SUCH FACILITIES ( UNDERGROUND SERVICE ALERT 30' 1 1 12' 18' 1 THE IDENTIFICATION SHALL BE PLACED ON EACH CONDUCTOR OR GROUP OF (800) 227-2600). •.. " CONDUCTORS IN EACH PULL BOX AND NEAR THE END OF EACH CONDUCTOR, WHERE 1.5 C W/ 8• CONDUIT BETWEEN ADJOINING PULL BOXES SHALL BE 2 , UNLESS SHOWN OTHERWISE. THE CONDUCTORS ARE TERMINATED. 3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL AFFECTED � 2-DLC 9. UNGROUNDED SIGNAL CONDUCTORS SHALL NOT BE SPLICED. AGENCIES AND UTILITY COMPANIES A MINIMUM OF 72 HOURS PRIOR TO START OF 16. A CITY OF TEMECULA ENCROACHMENT PERMIT SHALL BE REQUIRED TO PERFORM WORK CONSTRUCTION. CONTRACTOR SHALL CONTACT SCE FOR LOCATION OF ELECTRICAL Z 10. PULL BOXES SHALL BE No. 5, UNLESS OTHERWISE NOTED ON THE PLAN; MAXIMUM WITHIN THE PUBLIC R/W. CITY APPROVED PLANS DO NOT RELIEVE THE CONTRACTOR A 0 SERVICE POINT. I I SPACING BETWEEN PULL BOXES SHALL NOT EXCEED 200 FEET. FROM RESPONSIBILITY FOR OBTAINING AN ENCROACHMENT PERMIT. A COPY OF THE � � w 4. UNLESS SHOWN OTHERWISE, INDUCTIVE LOOPS SHALL BE 6' DIAMETER WITH 10' SPACING I I o z ® IN THE DIRECTION OF TRAVEL. NECESSARY STRIPING SHALL BE LOCATED PRIOR TO I f � PERMIT SHALL BE KEPT ON THE CONSTRUCTION SITE AT ALL TIMES. ` ' 11. PULL BOXES SHALL NOT BE LOCATED IN OR WITHIN 1" OF ANY CURB ACCESS RAMP. POSITIONING DETECTORS. r 1 0 � 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A DETAILED TRAFFIC o -Z 12. THE CONTRACTOR SHALL VERIFY WITH THE ENGINEER, THE PRECISE CONTROL PLAN FOR ANY CLOSURES ASSOCIATED WITH THE TRAFFIC SIGNAL DIAL TWO WORKING I I 8J6U N-a CONSTRUCTION. BEFORE DAYS BEFORE 5. CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT i &J6L FIELD LOCATIONS OF ALL TRAFFIC SIGNAL EQUIPMENT PRIOR TO INSTALLATION. YOU DIG You DIG SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT o TOLL FREE 1-800-227-2600 CONDUCTORS REQUIRED FOR THE INTENDED OPERATION. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT n r_ 0 DATE BY REVISIONS ACC'D DATE SEAL Designed By Drawn By Checked By � CONSTRUCTION RECORD BENCH MARK SCALE o��;0��ss�°H�� � �. TEMECULA Drawing No. J.A. M.R. R.K. � z-�� CITY OF DEPARTMENT OF PUBLIC WORKS T © STREET IMPROVEMENT PLANS � ��� y y= ContrmtorASSESSMENT DISTRICT N0. 159 Horizontal Plans Prepared Under Supervision Of rm � BUTTERFIELD STAGE ROAD °` No. 20285 PC ACCEPTED BY: DATE: - '�� TRAFFIC SIGNAL. PLAN T- 5 ,� ' " 20 * Exp. 9/30/05 # 4— `' Date � 'r " G.�C wo�s/cmr � BUTTERFIELD STAGE ROAD 1-1 sl CNN 1�. �� °`�°' .,,. � AT CROWNE HILL DRIVE V8 Dat. como.td i" = 20' f OF C�L\��� R.C.E. No. 202 Fx 1nv 4�1 col o� R.c.�. No. ass, Sheet 5 of 6 p 6/30/2004 TRACT 2 3143