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3.2-11788
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VEHICLE WALK DON'T WALK w—owe 0 NAME SIGN 5 a ' M � C-4+ ©� '3ct) W - to + + t <>4} 3 A I BALVANERA AVE. ------------ I t 9�4P r j� Dod t fill 06P �C p CONTROLLER DETAIL (SCALE: 1"'=10') r P -C R«r► £�� (cr�au�fS 2 tjet.J S�'Q� R+��E S1Ci�S rt�A�%ZaA Lt�7 ,t Igafl -�75 / SMAI PCIL LEGEND 0 SIGNAL STANDARD (REFER TO POLE SCHEDULE) Ast CONDUIT RUN (REFER TO CONDUCTOR SCHEDULE) 04 - oa SIGNAL HEAD WITH PHASE # LUMINAIRE – MOUNTED ON SIGNAL STANDARD El PEDESTRIAN SIGNAL CONDUCTOR SCHEDULE • r CONDUCTOR RUNN"A M sT "A ON REMARKS "A. VEHICLE WALK DON'T WALK w—owe 0 NAME SIGN LOC. STANDARD Z 15 LT -MAT ed • STA. 12+72.34, 53.82RT. ® 29 -5-100 ' MAS MAS y �r91tLlZ�r`�! MOUNT PREEMPTION OPTICAL DETECTOR. R9 -3/R9 -3A (SIG. STANDARD) Z SV -2 -TD 0 c� ai J d �0ZZ S2 CL STA. 12+01.23, 53.77RT. 19_3-100 15 LT -MAT SV -2 -TD SP -1-T 04 04 CALLOWAY DRIVE M T PREEMPT) (MAST OPTICALARMDETECTOR. MMMMM LL g LL FccQ� 26-3-100 15 15 5SV MAT SP -1-T 06 04 6:�IjZgtA PJPY STA. 11+88.98, 53.88LT. DETECTOR. M UNT P 8 (M 8 1MAS T MMM SO ARM) 3 CL STA. 11+99.76, 64.75LT, @ 1A TV -1-T SP -1-T 04 06 I 15 CL STA. 12+73.78, 74.63LT. 15TS _ �MM®MMMM©N1MMMM 06 Q STA. 12+84.70, 64.91 LT. 1A TV -2-T SP -1-T .-.-n ®R9 -3/R9 -3A (SIG. STANDARD) �--"-.---M--©--M®-M. mmm U:• MMMMMMMMMMMM©MMMM ..... - ©........m......M...MMMMMMMM ■MMS■ �- «• ♦• • - • • � r «• -= i ITS• "• - •i7 �. «• •�' �- • - � w- • • ... . POLE SCHEDULE M sT SIGNALS SIGNS REMARKS uc�+nNc SIGNALS VEHICLE WALK DON'T WALK w—owe 0 NAME SIGN LOC. STANDARD Z 15 LT -MAT ed Cr STA. 12+72.34, 53.82RT. ® 29 -5-100 ' MAS MAS y �r91tLlZ�r`�! MOUNT PREEMPTION OPTICAL DETECTOR. R9 -3/R9 -3A (SIG. STANDARD) Z SV -2 -TD 0 c� ai J d �0ZZ S2 CL STA. 12+01.23, 53.77RT. 19_3-100 15 LT -MAT SV -2 -TD SP -1-T 04 04 CALLOWAY DRIVE M T PREEMPT) (MAST OPTICALARMDETECTOR. LL g LL FccQ� 26-3-100 15 15 5SV MAT SP -1-T 06 04 6:�IjZgtA PJPY STA. 11+88.98, 53.88LT. DETECTOR. M UNT P 8 (M 8 1MAS T SO ARM) 3 CL STA. 11+99.76, 64.75LT, @ 1A TV -1-T SP -1-T 04 06 I 15 CL STA. 12+73.78, 74.63LT. 15TS _ 06 Q STA. 12+84.70, 64.91 LT. 1A TV -2-T SP -1-T 06 ®R9 -3/R9 -3A (SIG. STANDARD) PREEMPTION DEVICE OPTICAL DETECTOR (OPTICOM 711 - SINGLE UNIT) Q PULL BOX ® SIGNAL CONTROLLER ELECTRICAL SERVICE PEDESTAL CAL -TRANS TYPE IV ARROW (DIRECTION AS INDICATED) R9 -3a REGULATORY SIGN - NO PEDESTRIAN CROSSING R3-18 REGULATORY SIGN - NO LEFT TURN/NO U TURN IC TRAFFIC INTERCONNECT, CONDUIT - — — TRAFFIC SIGNAL CONDUIT p2 PG&E #2 BOX 17"x30"x18" DEEP +r — EXISTING INTERCONNECT CONDUIT NOTES m All equipment and materials shall be furnished by the contractor. m Contractor shall provide Type 170 Controller with latest Bitran 233 Fkmwore and GDI modem model RM 404 and 332 Cabinet assembly. Service shall be 120v/244v Type Ill–BF, provided by Contractor. ® Pull box In front of controller shall be #6 All others shall be 15 unless otherwise noted. P.G.&E. power point will be installed by others. Contractor shall install conduit from power point to pull box and make connections for power. ® Luminaires shall be cutoff type, 165 W. LED. ® All new signal indications shall be 12 Inch. ® Street name signs and hangers shall be furnished and installed by Contractor. ® All pedestrian indications shall be new, international symbol type as detailed in the specifications. ® All unused, salvaged material shall be delivered, by the contractor, to Wastewater Plant #2 at Mt. Vernon Ave. south of Fwy. 58. Contact Frank Young prior to delivery at (805) 326-3152. ® Pole location indicated on the "Pole Schedule" are approximate. Final location of the standards shall be as directed by the Engineer at the site. - ® All utility locations shown are approximate only and represent the best information supplied by the various utility companies. Final responsibility for locating utilities in the field lies with the Contractor. © Contractor shall remove striping and pavement markings as indicated on the pian, by obliterating a rectangle whose limits are the edge of each word. Under NO circumstances are the letters to be removed individually. ® Existing sidewalk shall be removed and replaced as necessary to complete all construction. Sidewalk may only be removed and replaced in complete panels. ®Refer to the Parcel Map No. 11788/PDR No. 13-0110 Street Construction Plans for striping and pavement markings. ® If conduits are existing, use existing conduits as directed by City Engineer. ® Provide traffic control sign mounted on most arm/signal standard. (Type as indicated) ® Furnish and install Opticom 711(Singie Unit) preemption devices as indicated on plans including all cables and mounting hardware. The contractor shall also fumish and install an Opticom 754 phase selector unit in the controller cabinet. Contractor shall provide a fully operational preemption system. Exact preemption hardware mounting placement shall be determined by the Traffic Engineer in the field. Contractor shall provide an Opticom technician . The Opticom representative must be contacted 48 hours prior to signal initialization. ® Intercept existing interconnect conduit and route to pull box. ® Refer to Street Construction Plans for reconstruction of existing medians, construction of proposed commercial entrance, handicap ramps, and construction of proposed pavement markings and striping details. ® Overhead utilities to be relocated by others ® Pavement Markings and Striping Details on this plan are shown for reference only. Refer to the Street Construction plans for proposed striping improvements. 04 02 & 05 02 & 06 rn O M M �. rn OZ o �M O Z U_ Q J W U m Ci Wto N W Y Q M H 9 W w CM � •r a� Q COD Z iV ed Cr a� Z 0 c� ai J d �0ZZ S2 o Iia U LL g LL FccQ� N 8 3 9 W w CM � •r