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HomeMy WebLinkAbout1837-1SCALE: 1"--: 20' PHASE DIAGRAM - N GROUP A GROUP B T PUSH BT. SIGNAL MOUNTING LS.N.S. PLACEMENT, O NCT Ivo r I y [/5E� •.�---�. ��2 P -� USED 04PZ 0¢ � PED. MESSAGE A B O o� 10' -- — \ POSSIBLE R FTEvCOVE?R/hv �RL/� 01 02 03 04 — — — -- C; Crus A c NOT -- — N USED NOT USED Nor /VOr z T 5 MAS USED USEp ED P W �' STEEL lrYATER W IN w oc mum mra-rom n1 -� 05 06 07 08 4, Atom— < � � � I L45 M Uj I B.C.R. + P- i � v STANDARD PLACEMENT T r w DETAIL � � I •• •' •. 1. Set pullber 2• above grade. 2. Details not called out are • Per Caltrans Standard Plan T=afflc Coveir N slope concrete ��• surround to grade Grade • • IL Mtn. PCC on all sides of boK Precast Reinf. a •. "` Pour In Field. Conc. Traffic s•,;. • ;Q: • e. lullbox '�• '�' •' b •� Clean Gushed Reck Sump 3" Min, all around PULLSOX INSTALLATION IN UNIMPROVED AREA E b� BL D�• , . • , A_ = 701-1 ii POLE SCHEDULE N STANDARD ARMS LUM, PUSH BT. SIGNAL MOUNTING LS.N.S. PLACEMENT, O TYPE HT. SIG. � y TYPE 0 QW. VEHICLE PED. MESSAGE A B O 1A 10' -- — \ POSSIBLE R FTEvCOVE?R/hv �RL/� 2 /V T -1- T SP- — — — -- C; Crus A c lo' 5.' -- — 3 0" 4s' __ 2 oO W 6 W T W T 5 MAS /2 A.C. W rER—*&. T WR -Z t W W ED P W �' STEEL lrYATER W IN w �- mum mra-rom n1 -� , 80 30' 30 /Z' 200 W 6 �. 25 'ro �_�Z X W,4L �. �Z�5' SPZ C3 ,8a /in Ave 6/x K (�)l X WAL X 140 10 5 z 5 T"- - T spv -es C�frvs�?� 57' 1' 7' ' 7- ly= "CDA/D• I DLG 30' GOND L OLS' Z" � � 2S •�" STEEL !t�ER --.. T � _ #!oT IVA5, 5H -S 07 11/w 30" 30' ® f 2 00 W B 000000c�v� t`V 7 •• •' •. 1. Set pullber 2• above grade. 2. Details not called out are • Per Caltrans Standard Plan T=afflc Coveir N slope concrete ��• surround to grade Grade • • IL Mtn. PCC on all sides of boK Precast Reinf. a •. "` Pour In Field. Conc. Traffic s•,;. • ;Q: • e. lullbox '�• '�' •' b •� Clean Gushed Reck Sump 3" Min, all around PULLSOX INSTALLATION IN UNIMPROVED AREA E b� BL D�• , . • , A_ = 701-1 ii POLE SCHEDULE N STANDARD ARMS LUM, PUSH BT. SIGNAL MOUNTING LS.N.S. PLACEMENT, O TYPE HT. SIG. LUM. H.P.S.V. TYPE 0 QW. VEHICLE PED. MESSAGE A B O 1A 10' -- — — 0 2 /V T -1- T SP- — — — -- C; Crus A c lo' 5.' , 2.5' @1,29-5-80 3 0" 4s' 15' 2 oO W 6 4 1 W 5 MAS 5P-1-4,5 O ED P 5-10' - - mum mra-rom , 80 30' 30 /Z' 200 W 6 2 AIA5, S -- SPZ C3 ,8a /in Ave 6/x 7 (�)l JA 140 — 5 z 5 T"- - T spv -es C�frvs�?� 57' 1' 7' ' ©17.2-8'o 30' 20' Z" 20OW 9 4 E IVA5, 5H -S 07 -3 -80 30" 30' /2' 2 00 W B 000000c�v� 2 -CS Ba a i/1 e A VG 12' lot @1)P,Fd,A057-_'13Ve1 -- — e �¢ is WIMMM -. _ _ _ — _ - - — — -- — I /2' 5"71 Underground Service Alert �V\\ 4 �,; Call : TOLL FREE 1-800 422-4133 'AT W79K ` 'A-: -ii - J- ;'G t1vtusfut aLutPW wi Rv tws ;,t (.AL -l' These plans and specifications are the exclusive property of the Agency and shah not be used in any manner without prior consent of the Agency. Any reuse of these plans and specifications by the Agency or Others shall be at the Agency's and/or Other's sole risk and without liability to BSI Consultants, Inc. ONLY � 2 -32 - /2 4 h y 1 � � � �i • hf �rfl ' l�rc .tiarlfn9 s ,9 re e x lrfi 4 s d 2'0# ,'� • , 14 30'-J CITRUS AVENUE, INDUCTIVE LOOP DETECTOR SCHEDULE SENSOR UNIT CHANNEL DETECTOR CONTROLLER ASSIGNMENT OP110NS 1 2 3 4 � 1-02 5-2 * + et -2 !-04 -4 7-04 5-4 -2 fx-2 * A iE * D 2 -I2 1 5-02 EXP-2- XP-22 6-62 -2 2. -t 5 2-d4 EXA_ d 2 3-04 5-4 + 6 t -04-4 5 ONLY � 2 -32 - /2 4 h y 1 � � � �i • hf �rfl ' l�rc .tiarlfn9 s ,9 re e x lrfi 4 s d 2'0# ,'� • , 14 30'-J CITRUS AVENUE, INDUCTIVE LOOP DETECTOR SCHEDULE SENSOR UNIT CHANNEL DETECTOR CONTROLLER ASSIGNMENT OP110NS 1 2 3 4 � 1-02 5-2 * + et -2 !-04 -4 7-04 5-4 -2 fx-2 * A iE * D 2 -I2 1 5-02 EXP-2- XP-22 6-62 -2 2. -t 5 2-d4 EXA_ d 2 3-04 5-4 + 6 t -04-4 o 2 -a4 S-4 + 7 6 -0 Axa- otZ 1 r��00000vavo r��000000vno --: - =00000000v mum mra-rom ��mmmmm�mom �a���o�ov00000 SENSOR UNIT SHALL IS RACK MOUNT WITH INTEGRAL MUING CAPABILITY PER CHANNEL. WIRE PA RAL LEL OV TPUT TO SYSTEM AS SHOWN + EXTENSioN TimING = 0 — 7.75 SECONDS A CALL DELAY = 0-31 SECONDS 07 TYPE 3 DISCONNECT POSSIBLE COAIFL/CT-- :t4' 'OVER OYER W rZ_RLIA/C z kOe,G`J ?0 n, rim IffW T 8" A.G. NGI TER -�,� T w w VV 1'/2:1* GOND., 2A% jPLCw 1 %2•" O.. 1 01-C *, X -WALK 2�Z W x-WAI-K _ ee� ---r M 1731a' 3 E I,/ar�R z � w W W � "STEEL N?lTER 'O r 50C. 2# /0 g 2 */I one t ,�C', .3f �1l .fi' • Jvc. R�W ^� - Ta/. �alltrtr / -� \ lex/sfi4j) QMRAL NOTE8 y 1. Traffic signal and highway safety lighting systems per Caltrans Standard Plans and Standard Specifications dated January, 1988, as shown hereon and in Special Provisions. 2. Locate all substructures prior to construction. Hand dig foundations until clear of obstructions. Coordinate pole installations with overhead utility`or substructure owners. Phone Underground Alert at (800) 422-4133, 48 hours prior to construction. 3. Obtain approval for exact equipment location prior to final placement. Perform preliminary striping layout prior to loop detector layout. Loop detectors shall be 6' x 6' with 10' spacing between adjacent loops in the same lane, unless otherwise noted. Center loops in the traveled portion of the lane, and extend limit line loops 2' into crosswalk. 4. New pullboxes shall be No. 5, except as shown. In unimproved areas, pullboxes •shall have 12" concrete surround and 6" concrete foundation with traffic cover. See detail to left. 5. Coordinate service I detail and scheduling with Mr. Steve Cronk of Southern California Edison at (714) 820-5328 well in advance of need. , STRIPING LEGEND (per Caltrans Standard Plans A -20-A through A -20-C) l� Double yellow striping per Detail 22 (area between yellow stripes to be painted black). 8" solid white per Detail 38• o QROF ESSioAt � F CLYDE ELWYN SWEET, JR. No. 0205 Exp.3r = = TRAFFIC Ot• CALIF CONSTRUCTION NOTES 1l Install an eight phase Type 90 Eeonolite ASC 8000 controller with internal time base, system telemetry equipment and appurtenances in a Type P aluminum cabinet. Set top of foundation 18"' above grade. �2 Install 120/240 V Type III - BF service with 120 V 40 A metered signal circuit, 15 A metered ISNS circuit and separately metered 30 A lighting circuit. Provide two (2) Type V P.E. control units. Provide test switch on ISNS circuit only. �3 Remove and salvage W17 "Stop Ahead" and replace with W41 "Signal Ahead" on existing post per state standard plans S41-3 and S42-15. Remove existing "Stop Ahead" legend and paint "Signal Ahead" legends in each through lane. 4� Paint 12" white limit line or crosswalk lines with 10' spacing between lines. �5 Remove indicated "Stop" legend and striping within crosswalk and intersection area. r6 Remove and salvage existing R1 "Stop" sign and post. 7l Construct 6" AC berm per San Bernardino County Detail 117. Paint berm reflective white. EInstall concrete filled guard posts. Use 6" galvanized pipe set 30" in concrete with 48" above grade. ERepaint all striping and markings within 500' of intersection and install raised reflective pavement markers per Caltrans Standard Plans. 10 Install Type "L" delineators in advance of berms (2' off E.P. 20' O.C.) 11 . Grade within right-of-way as directed by Engineer. OG(o(os 05383.00 CONDUCTOR SCHEDULE 000ao An=�FIKXFA .� �v00000000 r��00000vavo r��000000vno --: - =00000000v mum mra-rom ��mmmmm�mom �a���o�ov00000 MF R��rrz��00000000� MW miiseseveoQ ,. =000vvoo�v 000000c�v� is WIMMM CONDUIT SIZE z kOe,G`J ?0 n, rim IffW T 8" A.G. NGI TER -�,� T w w VV 1'/2:1* GOND., 2A% jPLCw 1 %2•" O.. 1 01-C *, X -WALK 2�Z W x-WAI-K _ ee� ---r M 1731a' 3 E I,/ar�R z � w W W � "STEEL N?lTER 'O r 50C. 2# /0 g 2 */I one t ,�C', .3f �1l .fi' • Jvc. R�W ^� - Ta/. �alltrtr / -� \ lex/sfi4j) QMRAL NOTE8 y 1. Traffic signal and highway safety lighting systems per Caltrans Standard Plans and Standard Specifications dated January, 1988, as shown hereon and in Special Provisions. 2. Locate all substructures prior to construction. Hand dig foundations until clear of obstructions. Coordinate pole installations with overhead utility`or substructure owners. Phone Underground Alert at (800) 422-4133, 48 hours prior to construction. 3. Obtain approval for exact equipment location prior to final placement. Perform preliminary striping layout prior to loop detector layout. Loop detectors shall be 6' x 6' with 10' spacing between adjacent loops in the same lane, unless otherwise noted. Center loops in the traveled portion of the lane, and extend limit line loops 2' into crosswalk. 4. New pullboxes shall be No. 5, except as shown. In unimproved areas, pullboxes •shall have 12" concrete surround and 6" concrete foundation with traffic cover. See detail to left. 5. Coordinate service I detail and scheduling with Mr. Steve Cronk of Southern California Edison at (714) 820-5328 well in advance of need. , STRIPING LEGEND (per Caltrans Standard Plans A -20-A through A -20-C) l� Double yellow striping per Detail 22 (area between yellow stripes to be painted black). 8" solid white per Detail 38• o QROF ESSioAt � F CLYDE ELWYN SWEET, JR. No. 0205 Exp.3r = = TRAFFIC Ot• CALIF CONSTRUCTION NOTES 1l Install an eight phase Type 90 Eeonolite ASC 8000 controller with internal time base, system telemetry equipment and appurtenances in a Type P aluminum cabinet. Set top of foundation 18"' above grade. �2 Install 120/240 V Type III - BF service with 120 V 40 A metered signal circuit, 15 A metered ISNS circuit and separately metered 30 A lighting circuit. Provide two (2) Type V P.E. control units. Provide test switch on ISNS circuit only. �3 Remove and salvage W17 "Stop Ahead" and replace with W41 "Signal Ahead" on existing post per state standard plans S41-3 and S42-15. Remove existing "Stop Ahead" legend and paint "Signal Ahead" legends in each through lane. 4� Paint 12" white limit line or crosswalk lines with 10' spacing between lines. �5 Remove indicated "Stop" legend and striping within crosswalk and intersection area. r6 Remove and salvage existing R1 "Stop" sign and post. 7l Construct 6" AC berm per San Bernardino County Detail 117. Paint berm reflective white. EInstall concrete filled guard posts. Use 6" galvanized pipe set 30" in concrete with 48" above grade. ERepaint all striping and markings within 500' of intersection and install raised reflective pavement markers per Caltrans Standard Plans. 10 Install Type "L" delineators in advance of berms (2' off E.P. 20' O.C.) 11 . Grade within right-of-way as directed by Engineer. OG(o(os 05383.00