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HomeMy WebLinkAbout3805-1A,WG. CIRCUIT OR RUNS 0 Iff — POLE CN POLE 1-2 1-2 1-2 1-2 1-2 1-2 1-2 W _j POLE < m _55 0 POLE ... ... . ... . . 13' 11' 4- 0 z POLE 1-2 1-2 1-2 1-2 '0 55 6 POLE POLE 0 POLE POLE TOTAL 1-2 2-3 3-4 4-6 4-6 5-7 1-1 2-2 5-6 3-4 410 1 LUMINAIRE 1 2 1 2 2 2 -1 VIDEO COAX CABLE 1 1 2 2 2 3 1 1 3 DET. 3#1 PWR. CABLE 1 1 j_2_j2_ 2 3 1 1 3 OPTI COM CABLE ::]_1 1 2 1 :2= =2 3 CONDUIT SIZE 2$p(E)13.5m(E)13.5"(E) 3.5"(E) 3.5") L$2(E)3pp('E) 4"(N) 4 11 (N)=NEW; (E)=EXISTING CONDUITS TO BE REUSED ALL CONDUCTORS SHALL BE NEW. 09rw r""% A rww rlww 1 d"% 00m% I Avm% L I a A I I AP% Omr� ff� Agmftb, . ........ . R Q) PETAIL 0 Iff CN U < _55 ... ... . ... . . 13' 11' 4- N 55 6 2$ R Q) PETAIL RS Iff 6. ALL HULL SHALL BE No. 6 AND CONDUIT SHALL BE 2" RIGID METAL UNLESS OTHERWISE SHOWN. ALL INTERCONNECT PULLBOXES SHALL BE TYPE P48, 48.5" x 30.5" x 30" DEEP (INSIDE), PRE—CAST CONCRETE, HAVE LOCKING LIDS, AND BE LABELED "COMMUNICATIONS. < > 4. CONTRACTOR SHALL MAKE APPLICATION FOR ELECTRIC SEI GE, AND SCHEDULING WITH SOUTHERN CALIFORNIA EDI' ON COMPANY WELL IN ADVANCE OF NEED. ----------- -- 5. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER FOR EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT. 1 0 3 SEE STANDARD PLAN ES -4C FOR POLE LOCATION DETAIL. A10 Tr) 5. ALL KLQUIN u CONSTRUC11ON PEP ITS SHALL EE BTAIN D 1— 3-081, 08 + FROM THE CITY OF FCS TA ENGINEERING ISI SIS PRIOR TO WALL COMMENCEMENT OF K. .. ........ 7 .. . ........ 7. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING SPRINKLERS AND SIDEWALK AFFECTED BY THE CONSTRUC11Ofd TO THE SAllSFAC11ON OF THE CITY ENGINEER. 00 8. CONTROLLER CABINET SHALL NOT BE SUBJECTED TO WATER 00 FROM SPRINKLERS. MODIFY SPRINKLER SYSTEMS IF NECESSARY. c 5 0 8 XG. ...... .... . ...... 9. THE ALIGNMENT OF INTERCONNECT DUCTS SHALL BE AS STRAIGHT POSSIBLE; HOWEVER, WHEN CHANGES IN o8 ALIGNMENT ARE NECESSARY, SWEEPS SHALL HAVE MINIMUM RADII OF 10 10. ALL VEHICLE INDICA11ONS SHALL BE 12" AND HAVE L.E.D. SIGNAL MODULES. ALL PEDESTRIAN HEADS SHALL HAVE: L.E.D. 20' 10, 0; 20 40' GRAPHIC SCALE- 1 20" COUNTY OF SAN BERNARDINO PUBLIC WORKS DEPARTMENT r, "COUNTY JURISDICTION ONLY 06P VJ 04 E X. Q EO D&ECTION CAgeRA 04,07 Cli 04 F__ E"' EIVPE 04 0 QD _m' CD 5 v 6E go —04 /G 2 mPHASE DIAGRAM RC X E. S. P. rW IL�RC 1+06 GG 3" c 2"C., 2#10 (LTG.) .2. 02 03 4 0 0 X—WALK 2-04 > . ..... 13 1-- cq 07 iz EXISTING ADVANCE DETECTION SPEED FOR VIDEO DETECTION ZONE: SIERRA AVENUE = 55 MPH JURUPA AVENUE EB) 55 MPH 8 JURUPA AVENUE WB) 40 MPH G EX. VIDEO DETECTION CAMERA 01,06 RS 0 06P 03+06 06 cL 06 4 A LEJ ><" k FTI A` DETAIL "E -T DATE I ENGIN. I CITY I DATE I 11N