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HomeMy WebLinkAbout1463-S �k CONDUCTOR TABLE POLE SCHEDULEPOLE DATASIGNAL HP SOD VAP SIGNAL MTG. PED. PUSH BTN IISNS RUNS N0. TYPE HEIGHT M A MA IWATTS VEH MA PED. PHASE Mf CUBO SEE DETAIL AWG CIRCUIT THISSHEET PHASE DIAGRAM U 26-4-80(N) 30' 40' 15' 200 SV-1-T M A S - 2 WEST Haven 64 0(N) 01 3 3 3 6 (2) 15(N) 30' - 15' 200 SV-1-T - SP-1- - - 02 3 0 26-4-80 30' 45' 15' 200 SV-1-T 2-MA SP-1- - - (FUTURE) 04 3 6 AVE3" 0 �, UNUSED ® 1A 10 - - - TV-1-T - - 6 EAST � : 1 05 3 6 I to (6 p _ 06 3 3 3 Q 15 30' - 8' 200 SV-1-T - SP-1- 6 EAST (3 v 640n 4" � f--� 08 3 3 3 © 1A 10' - - - TV-1-TI - SP-1- 8 SOUTH oo 01 02 03 04 02 PED 2 4 7 126-4-80(M) 30' 45' 15' 200 SV-1-T 3-MAS SP-1- 8 SOUTH 04 PED FUTURE ** 2 2 2 4 O ( ) (FUTURE) 14 06 PED 2 2 2 ® 1A 10' - - I - TV-1-T - SP-1- 2 1 `,NEST �-- 08 PED 2 4 (N) INDICATES NEW POLE OR ASSEMBLY (M) INDICATES MODIFY BY ADDING MAS INDICATION � UNUSED 02 PPB 1 2 * SEE CONSTRUCTION NOTE No. 8 I.I.S.N.S. LEGEND DETAIL 04 PPB FUTURE ** 1 1 1 2 i 06 PPB 1 2 2 08 PPB 1 2 05 0607 X18 PPB COMMON 1 1 1 2 SPARES 3 3 3 6 TOTAL 19 26 16 57 12 IISNS 2 ** 2 **1 2 TOTAL 2 1 2 1 2 \ FUTURE TREET \ SENSOR SCHEDULE SIGNAL COMMON 1 1 1 1 1 1 2 1 1 \ # 10LUMINAIRE 2 2 2 ` ` ` SENSOR UNIT CHANNEL DETECTOR [TOTAL 3 3 1 3 1 2 ` 1 • 1-02 01 DETECTOR 1 1 \ ` 1 11 2 2-82 L) 02 DETECTOR 2 2 3 1-0 w 4 FUTURE 04 DETECTOR 1 • 1-06 05 DETECTOR 1 1 ` ` 1 1 2 2-06 106 DETECTOR 1 1 2 1 1 ` ' 3 1-01L) o 4 1- 08 DETECTOR 2 1 l 1 1-8808 TOTAL 3 1 3 1 91 I 3 3 FUTURE 12 PAIR #19 INTERCONNECT CABLEI I I I 1 I I zS1 l 4 FUTURE Existing 18' x 22' Traffic Signal ALL SENSOR UNITS SHALL BE RACK MOUNT WITH INTEGRAL CONDUIT SIZE 121/;(E)12'/2ZE)12'/2"(+=(JE)3" I I I Maintenance Easement TIMING CAPABILITY PER CHANNEL (CALL HOLD:0-5 Sec. Min., J r , CALL DELAY:0-30 Sec. Min.). * SEE CONSTRUCTION NOTE No.15 (N)= NEW CONDUIT I I SPECIAL DETECTOR OPERATION SHALL BE AS NOTED: RUN CONDUCTORS FOR FUTURE (E)= EXISTING CONDUIT / f I L-Al ` • CALL HOLD HAVEN . CALL DELAY AVENUE R/W ® _ I O R/W = o -coCA 04 06P o_ 1 1/2"C, 1-dlc \ 08� 08�. CI ` _ �I, I ` 06 06 ' ll \ �p FUTURE XWALK I - r —1 . �� Existing 4 Solid White with 7 05 I _ �_� /� i G Markers at 25' on center 1 IL-J 30'+ YExisting 4" White per I I 2 I I -� I I �� co 1 Existing 4" White per 300' TO �- '� r- i� - I _J L_J 1 CALTRANS Detail 9 LIMIT LINE \L-_j CALTRANS Detail 9 I -C 06 Existing TO BE CONSTRUCTED PER HAVEN iv I I 1 I —� I , l N1 N 04 1 ( iv Edge Line AVENUE MEDIAN IMPROVEMENT 3 , L__J L_J f I 'r'- r- L_J PLAN No.1963 PHASE IV A. I I 1 Existing 8" Solid White i et b I I I 1 -01 I 1 N30' 15' I _J 41L_J L__1L_J 1 -05 « 05 I _ _ -1i12 WHITE Existing Raised Median DBL. YELLOW PER 100 -8 SW PER CALTRANS DETAIL 38 LIMIT LINE all iv CALTRANS DETAIL 29 iv Existing Dbl. Yellow per I I ivTO MEET EXISTINGEDGE LINE N ARSBY 02 I CALTRANS Detail 29 . _ JC.E. � �- i-, iN ( I _ I r-, r- n 300 TO 4" WHITE PER 100'-4" SW W/G MARKERS N N 1 Existing 4 White perJr3l LIMIT LINE CALTRANS Detail 9 1200') AT 25' ON CENTER RC pb 02 I CALTRANS Detail 9 I J ►� - ,�.� I ABANDON ALL LOOPS ADJUST LOCATION AS NECESSARY ifl ON SOUTH APPROACH 2"C RC 67 RS No. 6 pb 0TO AVOID CONFLICT WITH EXIST RS 0 SEWER MANHOLE s s s S s U) �� « « P.C.C. « 04 02 Existing 2"C, 2-#10, 2-#14 1 1/2"C, 1-dic, 1-ic 1 1 2 C, 1-DLC 1 1 2 C, 1-DLC 1d1 4 2 C RC SINb /' m I C r� �— — — 1 1/2"c, 1-dlc, 1_IC — o b SW Sw E SW ` �yC 1 -�4 ---- 2Qi� lrr Box �J LJ N ci pb RC RC 1 1/2"C, 1-dlc SW ` 1j "-ft. I 1< 0'F --- -�=-� �*+ sP sw sw `\ 35 dwy E == - - — - ��. E E E R/W BC O �,,\\`l1 �i� I I® Existing Service Conduit R/W Exist 1 1/2"C, 1-dlc, 1-ic SIGNAL MODIFICATION CON STRU CTI ON NOTES: 1e. �; s,. r_ 4 Existing 2"C, 2-#8(Signal Service) to EMON1'er ST.Cabinet I. I L_J L_J I I ( Existing Type 90 Controller In P Cabinet u I 1. TRAFFIC SIGNAL AND HIGHWAY LIGHTING CONSTRUCTION 9. ALL CONDUIT SHALL BE 2" UNLESS SHOWN OTHERWISE. AND MODIFICATION SHALL CONFORM TO STATE OF CALIFORNIA U �� II Existing 50' x 45' Traffic Signal STANDARD SPECIFICATIONS AND STANDARD PLANS DATED 10. ALL PULLBOXES SHALL BE #5 UNLESS SHOWN OTHERWISE. 7 O _ -_-�I Maintenance Easement r JANUARY 1988 AND THE REQUIREMENTS OF THE o r CITY OF RANCHO CUCAMONGA. 11. CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDE ONLY. n .: c p 12 WHITE CROSSWALK J �_� �__J I 75'-8" WHITE IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PROVIDE THE CORRECT �: M 2. THIS PLAN IS FOR TRAFFIC SIGNAL, AND SAFETY LIGHTING CONDUCTORS REQUIRED FOR THE INTENDED OPERATION. LINES 10' APART < WORK ONLY. ALL OTHER WORK SHALL BE BASED ON I 1 w _ I DRAWINGS BY OTHERS. SEE FOR SIGNING AND 12. UNLESS SHOWN OTHERWISE INDUCTIVE LOOPS SHALL BE 6'x6' 1 0 _ -_ J - DESCRIPTION OF REVISION DAA APPROVED STRIPING REQUIREMENTS, (CONTRACTOR TO PROVIDE SIGNAL WITH 10' SPACING IN THE DIRECTION OF TRAVEL NECESSARY I II I I I I v POLE AND MA MOUNTED SIGNAGE PER THIS PLAN.) STRIPING SHALL BE LOCATED PRIOR TO POSITIONING DETECTORS. L I n L_J L_J 3. LOCATION OF NEW TRAFFIC SIGNAL EQUIPMENT IS APPROXIMATE. 13. UTILITIES SHOWN ON THE PLAN ARE BASED ON AVAILABLE RECORDS. I 00 00 N CITY OF RANCHO CU CAM ON GA EXACT LOCATION SHALL BE APPROVED IN THE FIELD BY THE CITY. CONTRACTOR SHALL TAKE EXTREME CARE IN AVOIDING DAMAGE TO EXISTING UTILITIES. CONTRACTOR SHALL CONTACT SERVING UTILITIES AND UNDERGROUND I 0 20 0 20 40 TRAFFIC SIGNAL MODIFICATION Ea REMOVE AND SALVAGE 17-2-80 POLE ASSEMBLY AND APPURTENANCES. SERVICE ALERT TO DETERMINE EXACT LOCATIONS PRIOR TO EXCAVATION. I N SCALE: 1"=20' REMOVE AND DISPOSE OF FOUNDATION. I HAVEN AVENUE 14. ALL EXISTING CONDUIT ON THE SOUTHEAST CORNER, SHALL BE REMOVED TO I 2-TYPE IV (L) El AND SALVAGE 1A POLE ASSEMBLY AND APPURTENANCES. 12" BELOW FINISHED GRADE OF NEW CONSTRUCTION. ARROWS AS SHOWN I AND REMOVE AND DISPOSE OF FOUNDATION. 15. ALL CONDUCTORS IN CONDUIT RUN No. 3 AND OTHER NEW CONDUIT RUNS I 13' to' 12' ES PROVIDE NEW INSTALL NEW TSI E�TENONON MAS � AC SIGNAL ARM PER DETAIL S ON STANDARD CONTROLIRON EXISTING 26-4-80 MAST ARM. SHALL BE NEMAL CABINET. NO SPLICING WILL BE ALLOWED AND RUN CONTINUOUSLY TO THE (THROUGHOUT EXCEPT Z 35BLOCK IN THE ' 8. HAVEN VILLAGE ENTRANCE PLAN ES-6S. FOR COMMONS, AND DLC TO DETECTOR CONDUCTORS. 7❑ INSTALL R96 ON SIGNAL STANDARD. 16. ALL HEADS SHALL BE 12". > Q ^No. 37825 APPROVED BY: - DATE 16 81 CONTRACTOR MAY RE-USE TRAFFIC SIGNAL VEHICLE HEADS, PEDESTRIAN 17. ALL CONDUIT SHALL BE RIGID STEEL _j * 43-3-M CITY ENGIN _ R.C.E. No. 24953 PUSH BUTTONS, PEDESTRIAN HEADS, AND LUMINAIRES SALVAGED FROM < CIVILUNDERDESIGN RECOMMENDED . EXISTING EQUIPMENT AT POLE LOCATIONS No. 1 AND 2 FOR INSTALLATION 18. PLACEMENT OF CONDUIT MAY REQUIRE TRENCHINGQF SUPERVISION OF:THE DIRECT ON NEW 1A AND 24-4-80. RE-USE OF SUCH EQUIPMENT SHALL BE SUBJECT GKP/�A Barton-Aschman Assoc., Inc. oma• TO THE CONDITIONS OF THE STANDARD SPECIFICATIONS AND THE SPECIAL 19. DETECTOR CURB TERMINATIONS SHALL BE PER DETAIL A, STD. PLAN ES-5E. DRAWN2522 Chambers Road, Suite 215 SHEET PROVISIONS. SALVAGED POLES AND MAST ARMS SHALL BE DELIVERED TO A Tustin, California 92680 LOCATION SPECIFIED BY THE CITY. NOTE: SPECIAL PROVISIONS F 0 R THIS WORK �`� �,2 D (714)730-0095 Fax (714)731-9178 _ OF �3 ALL NEW MOUNTING HARDWARE SHALL BE USED THROUGHOUT. -�— A R E ON FILE AT CITY ENGINEER'S OFFICE G'' B. ADAMS DATE CHECKED R.C.E. No. 37825 DR N /o. RCEE 3 377825 DATE FILE No. TE TROO1442 DATE:2-6-9t/TIME:11:15o.m./NAS�ANC.0 WG