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HomeMy WebLinkAbout3.2-565POLE SCHEDULE I 1 I I S II z I U)a MASTARM SIGNALS SIGNS LOC. STANDARD LIGHTING SIGNALS VEHICLE WALK W -DW PPB DON'T WALK 0 ST. NAME SIGN O 29-5-80 15 SV -1—T MAS MAS SP -1 08 06 I I I I ? Ulu ® Maintain existing loops in the field. If loops cannot be maintained, they shall be replaced, assignments as shown. 50' MAT LT B 26-4-80 No Change No Change SP -1 06 C 10' 1B No Chang TV -2-T SP -1-T 06 08 ONo [) 10 1B Chang Ch Change ange 08 E O NoNo 08 17-3-80 Chang Ch Change ange O 10' 1B No Chang No Change SP -2 o2 �2 8 G 26-4-80 No Change No Change SP -1 04 02 Q 10' 1B No Change No Change SP -1 02 04 1 26-4-80 No Change No Change SP -1 06 04 O 10' 113 No Change No Change SP -1 04 06 7' 1B TP -2-T 08 � I O O 0 I I P.P. I i I j l a_ to I REMARKS I 1 I I S II z I U)a z U- N OTES: Y ��, 01 Intercept existing conduit (#8) at pull box and connect to new conduit (# 5). Olm Q2 All new detection loops shall be Type E per Caltrans Std Plan ES -5B. Locate pole 5 back of curb and clear of wheelchair ramp as shown on plan I € I ix I I I I IF3 I I j I I ( I ( One 28 conductor cable shall be run continuously from the controller to a termination pull box located at the base of mast arm poles located at locations A and E. (Total of 2 cables.) Z I>- No splices will be allowed in the 28 conductor cable except at the termination pull box. 0 �- Remove &salvage, relocate street name sign to Location A I I I I ? Ulu ® Maintain existing loops in the field. If loops cannot be maintained, they shall be replaced, assignments as shown. ❑5 All pull boxes are Type 5 unless shown otherwise. © Loop detectors shall be centered in lanes as directed by the engineer. Existing Relocate to Location C I ! I I I No splices of DLC except from loop (in street) at the nearest pull box with DLC. I I I ® The location of traffic signal standards shown on the plans are approximate only and the Existing W I II i exact locations will be established by the engineer in the field. I I I ( Install wheelchair ramp rotated 7' 59' 01" counterclockwise off center of curb return to improve sight line for pedestrians. I Existing Existing Existing W I II Existing > I I 11 l ( I Existing j I I I 1 l> 10' 15' I I II 1 I l THRU LANE TYPE E Existing - Salvage remove foundation 11 11 I 2' so 10' 10' 10' LOOP DETECTOR Relocate ped heads to Poles A and C. I LEFT TURN LANE 1 I I I O! III I I l STOP BAR OR CROSSWALK 111 I I LOOP LAYOUT I I I I I II i� I I I I I i I i I I I I r � � I 416E 7J5�11I New 7J5L1A I I f I � crosswalk WHITE LANE 04 / 416 UI I i Q 4 6 AB 5 -- -- -- -- -- — #3 -PB \ r - 1 � R/W SCALE 1"=20' 1 �/ �03 7 J 5l� v AB W II X X X X �� ....... .............._..... _ _ ....._............_._..__... _.._...w _..._ _ II - -- I f 06 �Im 4 2-2.. stubs 17' Type IV (R) Typ. NEW FLOWLINE u - ED / ------I` 6J4U los New 9, 7 �( crosswalk D 6J3L Remove existing crosswalks 23 Ell/ II IU 02 ---_ EXISTING P -- - __- - _- - _- _- -__- - - -- _ - _-- _._._ .- - - __._ - - - _- _ _ - __ _ _ _ -- NEW _NEW- I� �I EXISTING /02 -- -- -- -- -- -- -- -- -- -- -- -- - a E R/W 01 O I j I Remove existing striping from crosswalk to 600 east 47 IV 44, 'J I CONDUCTOR SCHEDULE 02 O �o\ » " O4 4s4..._ _.._.. ....__._....._..._..__... __.. Y o CONDUIT SIZE -3 3 3 3 3 3 1.5 3 3 3 A� A CONDUCTOR RUN 1Q20 33 A 55 ®0 ® 99 \ ;� OI n zZ N (N)EW OR (E)XIST. E E N N N N N E E E -! ----- I I w D - .... v.._......_._.__.._ .................. _...._..__. 08 ylw 28 CONDUCTOR V2 1 1 J-' 1 1 O 1 Ii I oIm 9 CONDUCTOR 5 CONDUCTOR 1 1 1 I I I o 10 LIGHTING 2 I I f I z Union_White-1.dwg 2 i f S D> o 1 DET. 2 t 0 2 DET. 4 Note: 0 3 DET. 2 Conductor run 3 I �/ is to be bored. 0 4 DET. 3 3 1 f REGISTERED CIVIL ENGINEER 3''� �V D DLC 0 5 DET. 0 6 DET. 5 5 1 ` ( " o7DET. 1 1 1 IC 33710 0 8 DET. 3i 3 ' 6� TOTAL I CITY OF BAKERSFIELD �'� ' OF �pti`ilo�� # 6 SERVICE (PRIMARY) I I • I I 1501 TRUXTUN AVENUE # 6 SERVICE (SECONDARY) BAKERSFIELD, CA 93,301 PUBLIC WORKS DEPARTMENT EDate: e: Drawn: GEG TRAFFIC SIGNAL MODIFICATION ON UNION AVENUE SHEET NO. Cl TY OF BA KERSFIEL D. CA L IFORNIA T8K079 En ineer: GEG AT WHITE LANE 7 OF 1 TRAFFIC ENGINEERING PT. 1999 Checked B . SLW