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HomeMy WebLinkAbout4119-3CONDUCTOR SCHEDULE A.W.G. SIZE POLE OR RUNS CABERSIZE CIRCUITQQQQQQQQQ COORDINATE NEW FEED 2' 1 16' 1 I 12' 12' 11' I III _ -06 controlled at all times. The Contractor shall be responsible for any clean up on city POLE OA right-of-way affected by his I 06 I i it l 1 1 shall no stockpiling of construction materials -�—i;,-- within the city right-of-way C 12C POLE O L__J I 1 I __ ' _ _--_- -------- ---.-.....- -i- 1 1 4 O29A -5-161(C) 35'(C) 50'(C) 15'(C) 250W(C) Walnut Village Pkwy(R) MAS(R),MAS(R),MAS(N) 1 1 8 S(R) POLE CO 14' 4.5' 6 B 1 A(C) 1 - 1 - N 0 D N N-1-T(R) SP-1-CS(R) 2 W(R) RT(R) ON EXISTING FOUNDATION 1 1 35'(C) POLE 15'(C) 250W(C) Sierra Ave(R) MAS(R), MAS(R) SV-1-T(R) 1 2 1 1 U D C U T C D 1 A(C) 10'(C) - - - 1 - 1 1 POLE 1• 1• ;/l 1• 1• -5-161(C) 35'(C) 50'(C) 15'(C) R 3 0 Walnut Ave(R) MAS(R),MAS(R),MAS(N) SV-1-T(R) SP-1-CS(R) 1 1 LT(N) 13' 4' POLE O A(C) 1• 1• 1• X - - N-1-T(R) SP-1-CS(N) 6 E(R) RT(R) 1' 1• 1• © 24A -4-161(C) 35'(C) 35'(C) 15'(C) S S 1 POLE OG MAS(R), MAS(R) SV-1-T(R) 1 1 1 LT(R) FO EXISTING UNDAl10N H 1 A(C) 10'(C) - - - 1 1 TV-2-T(R) SP-1-CS(R) 8 S(R) POLE OH ON EXISTING FOUNDATION 1 1 1 1 TOTAL CABLES 12C/3C 1 ZlL2L3X4L4Z4lL2 1 1 10 LUMINAIRES 2 2 2 2 VIDEO COAXIAL CABLE 1 • 1 • 2• 20 1 VIDEO POWER CABLE 1 • 1 • 2• 2• 1 OPTICOM CABLE 1 • 1 • 2• 2' 2• 2 1 CONDUIT SIZE 3" 3" 3" 3" 3" 3-3" 21f (N) = NEW; (E) = EXISTING (N) (N) (E) (E) (N) (N) (E) (E) (E) ♦ ALL CONDUCTORS ARE EXISTING UNLESS OTHERWISE NOTED: • - NEW E/P -g RS POLE COMPLETE EXCEPT RL VEH HEADS, PED 3AD, AND PPB TO LOC RS POLE COMPLETE EXCEPT RL VEH HEADS, PED HEAD, SNS, AND EVPE TO LOC R/W ❑D 0 I ------------ - —_ _ _--------- -- -------- -------- -- now 1-07-------------------- -- WALMUT AVENUE I I O L--------------------- E/P ---- , O R/W I—I GENERAL NOTES 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 0 AVENUE � � U (_�ftIV I !I n I- 41' .. I � 3' 2 16'( I i 2 R3 4 7 J1 05 - POL€--_GOMP -ETE tXCEPT RL I VEH HEAD, PED HEAD, PPB, ' NS, SIGNS 08 7 I JANDEVP T LOC 4"Ir 03 I��Qr3 Standard Plans. The Manual on Uniform Traffic Control Devices (MUTCD) 2003 edition, 1_0 and the 2003 MUTCD California supplement. COORDINATE NEW FEED 2' 1 16' 1 I 12' 12' 11' I III _ -06 controlled at all times. The Contractor shall be responsible for any clean up on city STREET NAME SIGN right-of-way affected by his I 06 I i it l areas. shall no stockpiling of construction materials -�—i;,-- within the city right-of-way - SNS, AND EVPE TO LOC QE L__J I 1 I __ ' _ _--_- -------- ---.-.....- -i- (HPSV) 4 � � U (_�ftIV I !I n I- 41' .. I � 3' 2 16'( I i 2 R3 4 7 J1 05 - POL€--_GOMP -ETE tXCEPT RL I VEH HEAD, PED HEAD, PPB, ' NS, SIGNS 08 7 I JANDEVP T LOC 4"Ir 03 I��Qr3 Standard Plans. The Manual on Uniform Traffic Control Devices (MUTCD) 2003 edition, EX. SERVICE FEED POINT and the 2003 MUTCD California supplement. COORDINATE NEW FEED 2' 1 TYPE POINT WITH EDISON CO. 2. The City right -of way shall be kept clear of debris, with dust and other nuisances being UTILITY RELOCATION controlled at all times. The Contractor shall be responsible for any clean up on city STREET NAME SIGN right-of-way affected by his consruction. The method of street cleaning shall be by dry There be RS POLE COMPLETE EXCEPT RL sweeping of all paved areas. shall no stockpiling of construction materials VEH HEADS, PED HEAD, within the city right-of-way without permission from the Engineer. SNS, AND EVPE TO LOC QE 3. The Contractor shall determine the exact location of all underground facilities and provide protection prior to and during trenching: jacking or boring. Contact DIGALERT (USA) at (800) 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 Trench Repair detail shown hereon. v POLE COMPLE�fE EXCEPT RL VEH HEAQ AND PPB TO TO LOC In _J 1 L_ i i it STANDARD LUMINAIRE lilt,� I PED PUSH 2' 1 TYPE POLE MAST ARM LENGTH 1 05 NO. WATTAGE 07 EX. 6-1W C. & 96 SMFO TO S. HIGHLAND AVE POLE SCHEDULE ■ fd 2 STANDARD LUMINAIRE NON -ILLUMINATED SIGNAL MOUNTING PED PUSH POLE LOCATION TYPE POLE MAST ARM LENGTH VEHICLE PEDESTRIAN NO. WATTAGE STREET NAME SIGN BUTTONS SEE DETAIL HEREON COMMENTS SIGNAL LUMINAIRE MAST ARM POLE 05 QUAD ARROW 1 08 EN4 - PROPOSED WIDE AREA VIDEO CAMERA (CITY FURNISHED) 2" C., 2 6(SIG) HEIGHT (HPSV) (SNS) 4 O29A -5-161(C) 35'(C) 50'(C) 15'(C) 250W(C) Walnut Village Pkwy(R) MAS(R),MAS(R),MAS(N) SV-1-T(R) SP-1-CS(R) 8 S(R) LT(R) 14' 4.5' 6 B 1 A(C) 10'(C) - - - - - N-1-T(R) SP-1-CS(R) 2 W(R) RT(R) ON EXISTING FOUNDATION 24A -4-161(C) 35'(C) 35'(C) 15'(C) 250W(C) Sierra Ave(R) MAS(R), MAS(R) SV-1-T(R) SP-1-CS(N) 2 W(R) LT(R) ON EXISTING FOUNDATION i i i i D 1 A(C) 10'(C) - - - - - N-1-T(R) SP-1-CS(R) 4 N(N) RT(N) FO EXISTING FOUNDATION O29A -5-161(C) 35'(C) 50'(C) 15'(C) 250W(C) Walnut Ave(R) MAS(R),MAS(R),MAS(N) SV-1-T(R) SP-1-CS(R) 4 N(N) LT(N) 13' 4' O1 A(C) 10'(C) - - - - - N-1-T(R) SP-1-CS(N) 6 E(R) RT(R) 13' 4' © 24A -4-161(C) 35'(C) 35'(C) 15'(C) 250W(C) Sierra Ave(R) MAS(R), MAS(R) SV-1-T(R) SP-1-CS(R) 6 E(R) LT(R) FO EXISTING UNDAl10N H 1 A(C) 10'(C) - - - - - TV-2-T(R) SP-1-CS(R) 8 S(R) RT(R) ON EXISTING FOUNDATION --�C/G------- R/W WALNUT VILLAGE PARKWAY I Di- 9 RS POLE COMPLETE EXCEPT RL I II VEH HEADS, PED HEAD, I SNS, AND EVPE TO LOC l Il 3 I RS POLE COMPLETE EXCEPT RL ' VEH HEAD, ANk PED HEAD TO LOC 'I II L I 16' I CONSTRUCTION NOTES Curb/Berm f or edge of MEN U U.1 -POLE LOCATION DETAIL (d 1 fd 2 fd 3 PJ 4 ALL EQUIPMENT IS EXISTING UNLESS OTHERWISE NOTED: 0 - (N) = NEW —I (R) = RELOCATED I j N L (C) = CITY FURNISHED (DECORATIVE) 0 2" C. & 12 SMFO LEGEND ' ' 05 1 06 I 1 08 EN4 - PROPOSED WIDE AREA VIDEO CAMERA (CITY FURNISHED) 2" C., 2 6(SIG) t== -k--1 - EXISTING WIDE AREA VIDEO CAMERA I ' ll' 4 --< - RELOCATED EMERGENCY VEHICLE PREEMPTION (EVPE) ] --< - EXISTING EMERGENCY VEHICLE PREEMPTION (EVPE) 5----- - VIDEO DETECTION ZONE A RS L -----J 6 RS CONTROLLER & CABINET COMPLETE CB 3" `C:-& VIDEO CABLES 08P 6 RS VEHEHEADCOMPLETE RL '. PED HXCDEPT ' *mow AND PPB TO LOC i i i i l i D — II; I __J r-------------------------- --� C/G I 1s I I L---------------- ------- ---j I r------------------------ _- -, co I II O I ! L________ _ _ _ __ M _ I J I ------ do - ----- –-------- --- — 1-03 RS CAMERA M --�C/G------- R/W WALNUT VILLAGE PARKWAY I Di- 9 RS POLE COMPLETE EXCEPT RL I II VEH HEADS, PED HEAD, I SNS, AND EVPE TO LOC l Il 3 I RS POLE COMPLETE EXCEPT RL ' VEH HEAD, ANk PED HEAD TO LOC 'I II L I 16' I CONSTRUCTION NOTES Curb/Berm f or edge of MEN U U.1 -POLE LOCATION DETAIL (d 1 fd 2 fd 3 PJ 4 1 0 - Iv li I j 1 VV ' ' 05 1 06 11 07 1 08 PHASE DIAGRAM HEADER CUT �..: L `EXISTING 0.10' MIN. AC SURFACING I I I E RELOCATE EXISTING TYPE III -BF SERVICE TO NEW LOCATION NEAR TRAFFIC ;.: wa L SIGNAL CONTROLLER CABINET AS SHOWN. COORDINATE NEW SERVICE :�;, 7 NEW A.C. 2 -SACK FEED POINT WITH EDISON SERVICE PLANNER 4 WEEKS IN ADVANCE OF NEED. TACK COAT SLURRY BACKFILL �A" " ALL EDGES (INITIAL POUR TO BE FLUSH OICHKA A VCMUC T_ EX. 6-1W C. & 96 SMFO TO BASELINE AVE 02 FURNISH AND INSTALL SIGN AND HARDWARE PER CALTRANS DETAIL U ES -7N WITH SURROUNDING SURFACE) �3 REMOVE R96 AND R96A SIGNS 78(3") RIGID ® CONSTRUCT 4" PCC PAD, 7' X 10', AT CONTROLLER LOCATION. METAL CONDUIT (INSTALLED WITH 1' MIN. COVER) Q5 INSTALL NEW CITY FURNISHED CONTROLLER AND TYPE R CABINET COMPLETE PER CITY STD. PLAN 4004. INSTALL SENSOR UNITS, LOAD SWITCHES, EVPE SYSTEM, VIDEO TRENCH REPAIR DETAIL DETECTION SYSTEM AND AUXILIARY EQUIPMENT AS NECESSARY FOR THE INTENDED OPERATION. D6 REMOVE EXISTING PEDESTRIAN MODULES AND INSTALL NEW "COUNT DOWN" MODULES PER SPECIAL PROVISIONS. SCALE: C=20' Q INSTALL CITY FURNISHED SOLO -PRO IMAGE SENSOR UNITS PER CITY STANDARD DWG. 4015 AND AS DIRECTED BY THE ENGINEER, GRAPHIC SCALE 20 0 10 20 40 IN AS -BUILT inch FEET 20 )ft. CROSS REFERENCES: SEWER IMPROVEMENT PLAN 4 OF 6 STORM DRAIN IMPROVEMENT PLAN 4 OF 12 STREET IMPROVEMENT PLAN 16 OF 29 SIGNING AND STRIPING PLAN 2 OF 5 TRAFFIC CONTROL (PHASE 3) 5 OF 20 (PHASE 8) 17 OF 20 O 0 s LM E [V do N tD 0 0 m 0 "f 7) Z J a 4 ly w v1 P_ CM Ln LU w w U� z z n_ ca n r w z J w C17 { M I co d Ln I li I j 1 ' ' 40' r I ' ll' 1 60' it i i i i l i D II; I __J -02 1 2-021 3-10 IIS I OICHKA A VCMUC T_ EX. 6-1W C. & 96 SMFO TO BASELINE AVE 02 FURNISH AND INSTALL SIGN AND HARDWARE PER CALTRANS DETAIL U ES -7N WITH SURROUNDING SURFACE) �3 REMOVE R96 AND R96A SIGNS 78(3") RIGID ® CONSTRUCT 4" PCC PAD, 7' X 10', AT CONTROLLER LOCATION. METAL CONDUIT (INSTALLED WITH 1' MIN. COVER) Q5 INSTALL NEW CITY FURNISHED CONTROLLER AND TYPE R CABINET COMPLETE PER CITY STD. PLAN 4004. INSTALL SENSOR UNITS, LOAD SWITCHES, EVPE SYSTEM, VIDEO TRENCH REPAIR DETAIL DETECTION SYSTEM AND AUXILIARY EQUIPMENT AS NECESSARY FOR THE INTENDED OPERATION. D6 REMOVE EXISTING PEDESTRIAN MODULES AND INSTALL NEW "COUNT DOWN" MODULES PER SPECIAL PROVISIONS. SCALE: C=20' Q INSTALL CITY FURNISHED SOLO -PRO IMAGE SENSOR UNITS PER CITY STANDARD DWG. 4015 AND AS DIRECTED BY THE ENGINEER, GRAPHIC SCALE 20 0 10 20 40 IN AS -BUILT inch FEET 20 )ft. CROSS REFERENCES: SEWER IMPROVEMENT PLAN 4 OF 6 STORM DRAIN IMPROVEMENT PLAN 4 OF 12 STREET IMPROVEMENT PLAN 16 OF 29 SIGNING AND STRIPING PLAN 2 OF 5 TRAFFIC CONTROL (PHASE 3) 5 OF 20 (PHASE 8) 17 OF 20 O 0 s LM E [V do N tD 0 0 m 0 "f 7) Z J a 4 ly w v1 P_ CM Ln LU w w U� z z n_ ca n r w z J w C17 { M I co d Ln