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HomeMy WebLinkAbout4119-1CONDUCTOR SCHEDULE A A.W.G. SIZE POLE OR RUNS CAB ERSIZE CIRCUIT Q1 z2 A3 4 z5 66 Q7 Q8 jzLA NO. WATTAGE STREET NAME SIGN POLE OA 1' COMMENTS SIGNAL LUMINAIRE MAST ARM 1' 1' 1' ARROW "A" I "B" j 06 1' j 08 HEIGHT (HPSV) (SNS) 1' 1' 1' 35'(C) 20'(C) C 1 2 POLE O 1' MAS(N) SV-1-T(R) SP-1-CS(R) 8 1' 1' ON EXISTING FOUNDATION © 0 C 1O'(C) 1• - - - - 10 1' 2 W(R) RT(R) POLE CO 1 1 © 29A -5-161(C) 35'(C) 55'(C) 15'(C) 25OW(C) Mango Ave(R) MAS(R), MAS(R), MAS(N) N 0 D N 2 1 1 ON EXISTING FOUNDATION F=22'; F=12' O 1 A(C) 10'(C) - - - - - TV-2-T(N) SP-1-CS(R) 4 N(R) RT(R) ON EXISTING FOUNDATION E 19A -4-161(C) U U POLE DO 1 1 1 MAS(N) SV-1-T(R) SP-1-CS(N) 4 N(R) LT(R) EXISTING FFOOUNDATION C U F 1 1 1 - - - - TV-1-T(R) SP-1-CS(R) 6 E(N) RT(N) ON EXISTING FOUNDATION © 29A -5-161(C) 35'(C) 50'(C) 15'(C) 25OW(C) Mango Ave(R) T C POLE OE 1 1 1 1 11' 4' F=15'; F=12' O 1A(C) 1O'(C) 0 T R 3 0 - 1 1 1 1 SP-1-CS(N) 8 S(R) RT(R) 12' 4' POLE O 1 1 1 1 1 SPOLE 1 1 1 1 1 OG 1 1 1 1 1 1 1• 1' 1. 1' 1' 1• POLE 1' 1' 1' 1' 1' 1' 1' 1' 1• 1' TOTAL CABLES 12C/3C 8 4 3 2 4 3 2 1 8 4 3 2 M14 4 3 2 110 LUMINAIRES 2 2 2 2' 2' 2' 2' VIDEO COAXIAL CABLE 3 •2 2 2 -D 1 1. 1 1• 1' 1' VIDEO POWER CABLE 3 10 2 2 2 E. 1 1. 1 1• 1' 1' OPTICOM CABLE3 10 2 2 2 :710 /is /'is 1' 1' 6PR #19 1 SIGNAL INTERCONNECT 1 1 1 1 1 CONDUIT SIZE 2-3! 3" 3" 3" 3" 3" 3" 3" 3" 3" (N) = NEW; (E) = EXISTING (E) (E) (E) (E) (E) (E) I (N) (N) (N) (N) A ALL CONDUCTORS ARE EXISTING UNLESS OTHERWISE NOTED: • - NEW BASEL U W Curb/Berm f or edge of POLE LOCATION DETAILS POLE COMPLETE EXCEPT RL VEH HEADS, PED HEAD, SNS, EVP, R73-3 AND VIDEO CAMERA TO LOC HPOLE COMPLETE EXCEPT[ PPBND VEH HEADS TO LOC H MANGO AVENUE I ilk 1: W d I POLE SCHEDULE ■ = RELOCATED STANDARD LUMINAIRE NON -ILLUMINATED SIGNAL MOUNTING PED PUSH POLE LOCATION COMPLETE EXCEPT RL TYPE POLE MAST ARM LENGTH VEHICLE PEDESTRIAN NO. WATTAGE STREET NAME SIGN BUTTONS SEE DETAIL HEREON COMMENTS SIGNAL LUMINAIRE MAST ARM POLE 0 QUAD ARROW "A" I "B" j 06 jj 07 j 08 HEIGHT (HPSV) (SNS) O 19A -4-161(C) 35'(C) 20'(C) 15'(C) 250W(C) Baseline Ave(R) MAS(N) SV-1-T(R) SP-1-CS(R) 8 S(R) LT(R) ON EXISTING FOUNDATION © 1A(C) 1O'(C) - - - - - TV-1-T(R) SP-1-CS(R) 2 W(R) RT(R) 10' 4' © 29A -5-161(C) 35'(C) 55'(C) 15'(C) 25OW(C) Mango Ave(R) MAS(R), MAS(R), MAS(N) SV-1-T(R) SP-1-CS(R) 2 W(R) LT(R) ON EXISTING FOUNDATION F=22'; F=12' O 1 A(C) 10'(C) - - - - - TV-2-T(N) SP-1-CS(R) 4 N(R) RT(R) ON EXISTING FOUNDATION E 19A -4-161(C) 35'(C) 20'(C) 15'(C) 250W(C) Baseline Ave(R) MAS(N) SV-1-T(R) SP-1-CS(N) 4 N(R) LT(R) EXISTING FFOOUNDATION F 1 A(C) 10'(C) - - - - - TV-1-T(R) SP-1-CS(R) 6 E(N) RT(N) ON EXISTING FOUNDATION © 29A -5-161(C) 35'(C) 50'(C) 15'(C) 25OW(C) Mango Ave(R) MAS(R), MAS(R), MAS(N) SV-1-T(R) SP-1-CS(R) 6 E(N) LT(N) 11' 4' F=15'; F=12' O 1A(C) 1O'(C) - - - - - TV-2-T(R) SP-1-CS(N) 8 S(R) RT(R) 12' 4' ALL EQUIPMENT IS EXISTING UNLESS OTHERWISE NOTED: (N) = NEW LEGEND (R) = RELOCATED STORM DRAIN IMPROVEMENT PLAN 7 OF 11 (C) = CITY FURNISHED (DECORATIVE) 5 OF 5 - RELOCATED WIDE AREA VIDEO CAMERA POLE COMPLETE EXCEPT RL [:::k? - EXISTING WIDE AREA VIDEO CAMERA RS (PHASE 8) —� -RELOCATED EMERGENCY VEHICLE PREEMPTION (EVPE) SNS, EVP, CAMERA, PED HEAD, VEH —< -EXISTING EMERGENCY VEHICLE PREEMPTION (EVPE) HEAD, PPB, AND R73-3 TO LOCO a--� �— - VIDEO DETECTION ZONE RS POLE COMPLETE EXCEPT RL PPB, VLH rlHEAD AND PED HEAD TO LOC OA EX. TYPE III -BF SERVICE EX. 2" C. & 2#10(LUM) EX. 2" C., 2#6(SIG) & 1#8(GFCI) n^_� NX.TTYPEP90 RON�TROLLER CROSS REFERENCES: SEWER IMPROVEMENT PLAN 6 OF 6 STORM DRAIN IMPROVEMENT PLAN 7 OF 11 STREET IMPROVEMENT PLAN 21 OF 29 SIGNING AND STRIPING PLAN 5 OF 5 TRAFFIC CONTROL (PHASE 1) 2 OF 20 (PHASE 6) 11 OF 20 (PHASE 7) 15 OF 20 (PHASE 8) 20 OF 20 R/W _ .. _ - - - _.. _ _.._ - ._. - - _ __ -- EXIST 02 R73 -i O2- __- ._ ao E C (SIC) G LO r - - - - - - - a.- - - - - - - - - - - - - - - - __ .__.. - _ ..._.._.._. _ — --. _ _ _ - -- --. g..w s"w ..,_ 8`W e"w s"w s..W .__�- � � w I w—a}�... ,... --T-.—T- � 17 3/rw N . __ Z ----J - _17 w 3/8"W wL--J ------ ---- ------- .._. ... — I 1 3 L J ..--- + 11 2 R73 3 251 , �_�; EXIT - -- ------------- --- _ 2 5 4 �3 R 3 __ 1 1 I 1- 3 1--- 07 --------------------- L------_------ --- -----I L - - - `- _ , ,, R73-3 1 1 I 1 � � L __ ._L _J 04 . _ 2 G2 ---'� -- 6'•G10°°w -- ..- -- 6••G - ......._ ._._ ---- ,0"w N -. — 10"w --_+. 10"W I -.. -. -._ X01, - - -.- - 1- 10 3/4"w •• --- - ---'..0 ,f� 3 4"w -... ._._., - ------ 1 /4' 10 3 4 W--- — I 4- 1 14 1/2"W -----..._... _. _-- 1 j2°'W -.--- ---......--. ------ ----r- 7 4 9 /2"W -- -' 74 1 2"W I _.—..._.._._.. I . _ __:_ 14 1/2"W — ---- -- 1 1/4w I F--- 1 --'T' -.-`_- ._'- 14 1 /2" - - 14 /2"w 14 2"w T 1 2" N L --J j L --------------J 3 I 1 1 - cAT� c N 1 --- a 3., `- -- - -- - - so It - --__,._.. �♦ - - -- _ I 111 �_. CAN -- - - CAN _ _- r�A4'-----------1 -- -- \ ATV 1 I 1 I In --------C/G L 03 1 " 1 �- - - - - - -- ---- - - - - _ - - - --�- - - - - - - - -- - - SJ.. - - It: --- s GENERAL NOTESR/W (Qclpni 17' rOUPI PTS rYrPpTlQl II I .L> V E-7 i F- i� 1 RS POLE COMPLETE EXCEPT RL Q /w 1. All work to be performed and new material shown on this plan shall conform to the State of California Department of Transportation (CALTRANS) 1999 Standard Specifications and 2004 Standard Plans. The Manual on Uniform Traffic Control Devices (MUTCD) 2003 edition, and the 2003 MUTCD California supplement. 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 oe responsible for any clean up on city right-of-way affected by his consruction. The method of street cleaning shall be by dry sweeping of all paved areas. There shall be no stockpiling of construction materials within the city right-of-way without permission from the Engineer. 3. The Contractor shall determine the exact location of all underground facilities and provide r otection prior to and during trenching,. jacking or boring. Contact DIGALERT (USA) at (8' 00) 227-2600, and all utility companies involved at least 48 hours before excavating. 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 traffic signal equipment shall be approved by the Engineer prior to final placement. 6. New pull boxes shall be No. 6 unless otherwise noted on the plan. 7. New conduit shall be 2" unless otherwise indicated. 8. New vehicle heads shall be metallic with 12" glass lenses. All backplates shall be one piece metallic and louvered. 9. New vehicle and pedestrian signal face sections shall be LED'S per Special Provisions. 10. Existing conduit shown not to be reused shall be abandoned. Existing pull boxes not shown to be reused shall be removed and become property of the contractor. Pole foundations not to be reused shall be removed per section E of special provisions. 11. The video detection zones shown hereon are not a physical installation. Exact location and configuration of the detection zones shall be determined by the Engineer in the field. 12. New pedestrian push button (PPB) assemblies shall be Type B with new R62D sign. 13. All street crossing conduits that cannot be bored shall be installed per the Trenc Repair detail shown hereon. L-A. vrrN nvrL. �.. TO SIERRA AVE (PER CITY DWG. 3827) RS POE COMPLETE EXCEPT RL SNS, EVP, CAMERA, VEH HEADS, PPB, AND R73-3 TO LOC EO 11 SCALE: 1"=20' GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. _ .e H ,Hl ,. I III MANGO AVENUE SNS, EVP, CAMERA, VEH HEAD PED HEAD AND R73-3 TO LOC POLE COMPLETE EXCEPT RL PED HEAD AND PPB TO LOCQD 11,'`_AUCT01ll`Tlf%U Uf%Tee �1 REMOVE EXISTING PEDESTRIAN MODULES AND INSTALL NEW "COUNT DOWN" MODULES PER SPECIAL PROVISIONS. EXISTING 0.10' MIN. AC SURFACING NEW A.C.' `' ! 2 -SACK TACK COAT SLURRY BACKFILL ALL EDGES (INITIAL POUR TO BE FLUSH WITH SURROUNDING SURFACE) 78(3") RIGID METAL CONDUIT (INSTALLED WITH 1' MIN. COVER) TRENCH REPAIR DETAIL AS -BUILT 01 02 03 04 0 a � V A a--� �— v IF 05 j 06 jj 07 j 08 PHASE DIAGRAM