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HomeMy WebLinkAbout3360-1NOTES 1 2 3 4 5 6 7 8 1. ALL CONDUITS/CONDUCTORS ARE NEW EXCEPT AS OTED (E). 2. VIDEO CABLES AND SVC'S ARE IN A SINGLE RUN 5 CONDUIT. Curb/Berm f or edge of i BCR U w POLE LOCATION DETAIL ----------- ted- � GENERAL NOTES n � M N 05 POLE SCHEDULE" * * — CONDUCTOR TABLE LUMINAIRE NON—ILLUMINATED SIGNAL MOUNTING PED PUSH LT -1 01 POLE MAST ARM LENGTH VEHICLE m�nnnn"A WATTAGE STREET BUTTONS PLACEMENT COMMENTS "A nn HEIGHT (HPSV) NAME SIGN PEDESTRIAN SIGNAL UMINAIRE MAST ARM POLE TYPE 0 QUAD. "A" 40'(N) — — Walnut Village Pkwy(RL)2 2—MAS(RL) — — — — — — — F = 19' O 26A-4--BO(E) 35' 45' RS 15!(E) 250 E Walnut Village Pkwy(RL) 2—MAS(RL) SV-1—T(E) SP-1—CS(E) B(E) 8 S — — © 1—A E 10 — — — — — TV-1—T(E) SP-1—CS(E) B(E) 2 W — — © 24A -4-80(E) 35' 35'(E) 159(E) 250W(E) Sierra Ave(E) 2—MASE) SV-1—T(E) — B(E) 2 W — — O1 1—A E 10 9 — — — — — TV-1—T(E) SP-1—CS(E) — — — — 24A -4-80/129(N) N L 250 RL Walnut t N — — — — — — 5 4' O 19A-4-80(RS) 35' 30' RS 15' RL 250 RL — 2—MAS(RL) SV-1—T(RL) — — — — — — 1—A E lot — — — — — TV-1—T(E) SP-1—CS(RL) B(E) 6 E *8' 4' ©24A -4-80/129(N) 35' 35'(N) 15'(N 'RS 250W(N) Serra Ave(N) 2—MAS(N) SV -1 —T(N) —1— NJ N 6 ��00000�o� M 1)) X100000�u� 6 19A-4-80(RS) 35' 25' RS 15 250W RS — 2—MAS(RS) SV-1—T(RS) SP -1 —CS B E — — — �00000�v� 10� CONDUIT SIZEr�rrriaEmr��� TV-1-T(N) S —1—CSN N 8 S 12 NOTES 1 2 3 4 5 6 7 8 1. ALL CONDUITS/CONDUCTORS ARE NEW EXCEPT AS OTED (E). 2. VIDEO CABLES AND SVC'S ARE IN A SINGLE RUN 5 CONDUIT. Curb/Berm f or edge of i BCR U w POLE LOCATION DETAIL ----------- ted- � GENERAL NOTES n � M N 05 POLE SCHEDULE" * * — A STANDARD LUMINAIRE NON—ILLUMINATED SIGNAL MOUNTING PED PUSH LT -1 01 POLE MAST ARM LENGTH VEHICLE NO. WATTAGE STREET BUTTONS PLACEMENT COMMENTS TYPE HEIGHT (HPSV) NAME SIGN PEDESTRIAN SIGNAL UMINAIRE MAST ARM POLE TYPE 0 QUAD. "A" 40'(N) — — Walnut Village Pkwy(RL)2 2—MAS(RL) — — — — — — — F = 19' O 26A-4--BO(E) 35' 45' RS 15!(E) 250 E Walnut Village Pkwy(RL) 2—MAS(RL) SV-1—T(E) SP-1—CS(E) B(E) 8 S — — © 1—A E 10 — — — — — TV-1—T(E) SP-1—CS(E) B(E) 2 W — — © 24A -4-80(E) 35' 35'(E) 159(E) 250W(E) Sierra Ave(E) 2—MASE) SV-1—T(E) — B(E) 2 W — — O1 1—A E 10 9 — — — — — TV-1—T(E) SP-1—CS(E) — — — — 24A -4-80/129(N) N L 250 RL Walnut t N — — — — — — 5 4' O 19A-4-80(RS) 35' 30' RS 15' RL 250 RL — 2—MAS(RL) SV-1—T(RL) — — — — — — 1—A E lot — — — — — TV-1—T(E) SP-1—CS(RL) B(E) 6 E *8' 4' ©24A -4-80/129(N) 35' 35'(N) 15'(N 'RS 250W(N) Serra Ave(N) 2—MAS(N) SV -1 —T(N) —1— NJ N 6 E 12 6 19A-4-80(RS) 35' 25' RS 15 250W RS — 2—MAS(RS) SV-1—T(RS) SP -1 —CS B E — — — — 10� TV-1-T(N) S —1—CSN N 8 S 12 3 O1—A(N) H 1—A RS 1 — — — — — TV -1— T(RS) P-1—CS(RS B(RS) — — — — N= NEW E3 =EXIST., TO REMAIN FUTURE FIBER RL) =RELOCATE EQUIPMENT FROM SALVAGED POLE TO NEW POLE OPTIC BY OTHERS RS) =REMOVE AND SALVAGE I 12 11 I 12 11 16 3 15 16 I I I II I I M) l STAR f'f` t ' 4 i 1_4 \ "02P 08P rT 5 02 0 L108 �� �-------- -- ti 5 7 r 08 N ;� ��� 7 I 00 w W 0 2❑ � /1 /1 NEW 2—#6.1—#8(BARE) 06 WALNUT 991MT 5 _ 211 Gr -C _ 20I - EI I 1. All work and material shown on this plan shall conform to the State of California. Department of Transportation (CALTRANS) Standard Specifications and Standard Plans dated July 2002 2. The City right—of way shall be kept clear of debris. with dust and other nuisances being controlled at all times. The Contractor shall be responsible for any clean up on city right—of—way affected by his consruction. The method of street cleaning shall be by dry =ingg of all paved areas. There shall be no stockpiling of construction materials t9e city right—of—way without permission from the Engineer. 3. The Contractor shall determine the exact location of all underground facilities and provide Frotection prior to and during trenching: jacking or boring. Contact DIGALERT (USA) at 800) 227-2600, and ail utility companies involved at least 48 hours before excovoting. 4. The Contractor shall obtain all necessary permits. It shall be the Contractor's responsibility to coordinate all phases of construction with the various utility companies involved. 5. Location of all equipment shall be approved by the Engineer prior to final placement. 6. All pull boxes shall be No. 6 unless otherwise noted on the plan. 7. All conduit shall be 2" unless shown otherwise. 8. All vehicle heads shall be metallic with 12" glass lenses. All backplates shall be one piece metallic and louvered. 9. Striping shall be installed per City Dwg. No. 2998 Most arm signs shown on the plan shall be furnished by the Contractor. All signs shall be standard size unless shown otherwise. 10. All vehicle and pedestrian signal face sections shall be LED'S per Special Provisions. A A /1 Il /1 /1 L,�6 LT -1 01 J L, N N T 01 I - (D II WALNUT VILLACF PARKWAY 15, I 11. I 129 I 119 � 1s9 6581 1 2 141' * To BCR of AC Dike PER PLAN HEADER CUT 0.03' LI� EXISTING i 0.10' MIN. AC SURFACING NEW A.C. TACK COAT EXISTING CURB ALL 2—SACK OR SLURRY BACKFILL CURB AND GUTTER ' " (INITIAL POUR TO BE FLUSH WITH SURROUNDING SURFACE) 78(3") RIGID METAL CONDUIT (INSTALLED WITH 1' MIN. COVER) TRENCH REPAIR DETAIL CONSTRUCTION NOTES II 30' I I I I 60'� � I J _ " Q1 Existing Type 90 controller assembly in a Type P" cabinet II 1 EMERGENCY VEHICLE PREEMPTION DETECTOR 1 1 /2" TO 3 4" REDUCER ASTRO Mini—Brac MOUNT PELCO AB -121 OR APPROVED EQUAL MOUNTING CLAMP FOR MODEL 711 OPTICAL DETECTOR GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft PHASE DIAGRAM 2 Existing Type III—BF service. 30 Existing telephone service. 01 02 03 04 ® Furnish and install Image Sensor Unit per City Standard Drawing No. 133 and as directed by the Engineer (See Special Provisions). I �5 Remove and salvage all equipment. Reuse equipment designated to be reused. I Remove foundation and remove from jobsite. © Relocate equipment from salvaged pole to new pole. -lea — — Q7 Relocate equipment from salvaged mostarm to new mastarm. I I ® Furnish and install R34 sign per CALTRANS Standard ES -6T. Detail U. 05 08 07 08 80