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HomeMy WebLinkAbout3.2-594C LIST OF DRAWINGS 1. TITLE SHEET 2. SIGNAL PLAN CALTRANS 1988 STANDARD PLANS CITY OF BAKERSFIELD DEPARTMENT OF PUBLIC WORKS PLANS FOR INSTALLATION OF TRAFFIC SIGNAL SYSTEM ON EAST CALIFORN11A AVE..AT SO. KING ST. ES-1A MANHOLE ES -413 ES -6S T -11 ES-113 FUTURE MONUMENT ES -5A ES -6T RSP T -12 ES -2D ES -513 EXISTING SIGN ES -8 T -13 ES -3A WATER VALVE ES -5C ES -10 GAS METER ES-3B ES-5E GAS VALVE ES -11 NEW SIGN ES -3C ES -6A ES -13 t ES -3D ES -6R N8 —A ES-3E BAKERSFIELD CITY STANDARDS S -6 T -19 ( SIGNS SHOULD BE PLACED WITHIN THE SIDEWALK 6" FROM THE BACK.) CONVENTIONAL SYMBOLS SECTION LINE LEVEE -- RIGHT —OF —WAY RAILROAD TRACKS CENTERLINE WALL — EXISTING TOPO _ CULVERT X FENCE HEDGE GUARD RAIL w - WATER LINE -- GAS LINE eT - -- BURIED TELEPHONE CABLE s— MANHOLE o -- POWER POLE ® EXISTING MONUMENT ® FUTURE MONUMENT S.L. -a STREET LIGHT S O EXISTING SIGN s— — SEWER LINE o -- OIL LINE oc AERIAL WIRE AERIAL CABLE F.H. -a FIRE HYDRANT W.M. 0 WATER METER W.V. ® WATER VALVE G.M. ® GAS METER G. V. O GAS VALVE --Q- NEW SIGN I l I'>� TIEPIN 71005 SAl AMENTO SAN FRANCISCO CITY OF BAKERS FIEF FRESNO LOS ANGELES SAN DIEGO STATE OF CALIFORNIA NOTE: THE CONTRACTOR MUST POSSESS A VALID CLASS A OR THE CONTRACTOR (OR CONTRACTORS IN A JOINT VENTURE) MUST POSSESS A COMBINATION OF CLASS C -10 AND C -12 CONTRACTORS LICENSES AT THE TIME THIS CONTRACT IS AWARDED. ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE AND ARE SHOWN FOR INFORMATION ONLY. CONTRACTOR SHALL CALL USA AT (800) 642 -2444 AND VERIFY UTILITY LOCATIONS 48 HOURS BEFORE STARTING CONSTRUCTION. T APPROVED BY THE CITY COUP\'CIL CITY CLERK DATE November 6, 1991 APPROVAL RECOMMENDED t PUBLIC WORKS DI ECTOR STANT PU13LIC WORKS I ECTOR TRAFFIC ENGINEER - 4 R.C.E. 32300 — 'rlyY • vas PLANS FOR TRAFFIC SIGNAL SYSTEM ON NO 1 OF l EAST CALIFORNIA AVE. AT S0. KING ST. 2 • SHEETS V) CD z 0 Q Q z Z) Z J J it Z Z J n z n L L y POLE SCHEDULE M ST SIGNALS SIGNS GENERAL NOTES LOC. STANDARD -UGHnNG WALK W -DW PPa REMARKS Si- ALS VEHICLE D N'T wALK 4 4 ST. NAME S" SV -1 -T 15 MAS KING ST. ---- A 29 -5 -80 50 MAS SP -1 -T 06 —SO. KING ST. O1A TV -1 -T 06 O1A TV -2 -T SP -1 -T 06 06 O 17 -2 -80 15 SV -2 -T SP -1 -T 04 04 E. CALIFORNIA 4- SEC11ON HEAD (SEE NOTE 19). 20 MAS AVE. S MAS T 15 O 29 -5 -80 50 MAS SP -1 -T � 2 � 4 KING ST. STREET LIGHTING. LVAGE EXISTING _ LT -MAT SO. KING ST.- -- O1A TV-1 -T SP -1 -T 04 02 Oppg 02 SCALE 1"=20' rr 15 r INSTALL R41 ON POLE. rr , H TYPE 15 — SV -3 -T SP -1 -T 02 ( FACING SOUTH ). k i ,r If 1' SV -1 -T E. CALIFORNIA k !,'! r/ O 16 -2 -80 — 4- SECTION HEAD ❑1 DETECTOR LOOPS SHALL BE CENTERED IN THEIR RESPECTIVE LANES AND SHALL BE LOCATED IN THE FIELD BY THE ENGINEER. 0 DETECTOR LOOPS AND LEAD -INS WITHIN 8 FEET OF THE CURB FLOWLINE SHALL BE A MINIMUM OF 1.5 INCHES BELOW THE SURFACE OF THE PAVEMENT. ❑3 TYPE C LOOPS SHALL BE 6' X 50' UNLESS NOTED OTHERWISE. ® DIAMOND LOOPS SHALL HE 6' X 6'. TYPE B AND COUNT STATION LOOPS SHALL BE TYPE A MODIFIED AS SHOWN. 0 LANE CLOSURE FOR PLACING DETECTOR LOOPS ARE ONLY ALLOWED BETWEEN THE HOURS INDICATED IN THE SPECIFICATIONS. © PEDESTRIAN INDICATION :SHALL BE NEW INTERNATIONAL SYMBOL TYPE AS DETAILED IN THE SPECIFICATIONS. 71 LUMINAIRES SHALL BE CUTOFF TYPE, 200 -WATT H.P.S.V.. ® ALL SIGNAL INDICATIONS SHALL BE 12 -INCH. F2] LOCATIONS OF THE STANDARDS SHALL BE 5' BEHIND THE FLOWLINE OR AS DIRECTED BY THE ENGINEER AT SITE. DISTANCES SHOWN ON PLAN ARE APPROXIMATE ONLY AND MAY VARY. ® ALL UTILITY LOCATIONS SHOWN ARE vAPPROXIMATE ONLY AND REFLECT INFORMATION PROVIDED BY THE UTILITY COMPANY. OTHER UTILITIES MAY BE PRESENT. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING ACTUAL UTILITY LOCATIONS. 11 ALL UNUSED, SALVAGED MATERIALS SHALL BE DELIVERED BY THE CONTRACTOR TO THE CITY SEWER PLANT # 2, LOCATED TWO MILES SOUTH OF STATE HWY. 58 ON MT. VERNON AVE.. CONTACT SIGNAL MAINTENANCE AT (805) 326 -3152. REMOVAL OF EXISTING STREET LIGHT 'SHALL BE COORDINATED WITH THE INSTALLATION OF THE NEW STREET LIGHT. 0 STREET NAME SIGNS ARE FURNISHED AND INSTALLED BY THE CITY. 20 MAS AVE (SEE NOTE 19 }. �� �,'/ r� PULL BOX IN FRONT OF CONTROLLER CABINET SHALL BE #6. ALL OTHER PULL BOXES SHALL BE #5 UNLESS OTHERWISE NOTED. CONTRACTOR SHALL CONNECT CONDUIT,_ TO EXISTING P.G. & E. SPLICE BOX. TYPE 170 CONTROLLER AND 332 CABINET ASSEMBLY SHALL BE SUPPLIED BY THE CITY. ALL OTHER EQUIPMENTS AND MATERIALS SHALL EXISTING PULL BOX ! r �8 sc, �,` /l 411 5 BE FURNISHED BY THE CONTRACTOR UNLESS OTHERWISE NOTED. 3.5" HIGH CENTRAL PAD ON FOUNDATION AS SHOWN ON STANDARD ,c rr / -j PLAN ES -4B SHALL BE INGREASED TO 12 ". EXTEND LIMITS OF FOUNDATION TO 6" BEYOND SERVICE PEDESTAL. PEDESTAL MOUNTING 10.50. / Q HEIGHT FOR 332 CABINET SHALL BE 12 ". - - -- �� i� - - - - -- - - - -- - - - -- - - - - -- — i k N � 15U ` / ` _ g INSTALL R96 & R96A PER CITY STANDARD T -19. 160' 110' pg 1 \� \` 2 ,` ,' �� If FURNISH AND INSTALL PERMANENT COUNT STATION CABINET TYPE 336 HOUSING �� T ( NG CABINET, HELL ONLY, PER DETAIL THIS SHEET). ). I I W INSTALL WC RAMPS PER CITY STANDARD S -41. CASE A PER CITY STANDARD SHALL BE INSTALLED ON THE SOUTHEAST AND NORTHEAST Q ® r'r 15L �// r CORNERS OF THE INTERSECTION WHILE CASE C1 SHALL BE INSTALLED ON THE SIDEWALK ABUTTING THE NORTH END OF THE CRIDSSWALK M ' ON EAST CALIFORNIA AVE. 2 !,' �NS��u�� _- 19 USE 4- SECTION HEAD A3 INDICATED IN PLAN. INTERCONNECT FROM PB 1 �3 ,!` 1 j 0 9 © rr if \ ` f! 1, (� -- SCALE � 1 s 2 -- - � J r� w� C� INSTALL CASE C1 WC RAMP PER CITY STANDARD -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -O 9 = - -11 - - -- -- ------------ � - r�-------------------- - - - - -- ---------------- d----- - - - - -- ------------- - - -I -�----------------------------------------------------------- ' -------------------------------------------------------------------------------------------------------------- - - - - -- _ = _----- - - - - -- ---------- - - - - -- 05 -- =_ -_= __- -- _ - - _______ _-_____------------ _--------------- - - - - -- L _ = =_ -_ = =_ -_ = = _ -_ - == _ -_ _ =_ -__ - 6 04 7 --------------------- 7 - F6_1 �� ❑ © 0 4 1 3 5 _232 ---------- - - - - -- -- J1 0U - -_ EXISTING WATER LINE (36 " -40 ") COVER ® - - 06 - -- EXISTING WATER LINE (36 " -40 ') COVER J4L 0 ® J2U [l �6 - 232' © J4U , PERMANENT COUNT STATION (TYPICAL) REMOVE STRIPING -- 01 11 U J1 U -- - - -- - - - - - - - = - 1 REMOVE STRIPING. —� - -- - - - - -- -- - - - -- -- - -__- =- -c= === 14U (TYPICAL) ❑1 ❑5 ® 12U \\ 14L 23' 110U 03 0318 03 6 - -x- x PB 1 5 �] H o SEE INTERCONNECT DETAIL ABOVE. \ / �� � I I ►� II I; i I I I O i /mob 7 1 'AA-56 CAS x I 0 14 -q J II X I zQ I I• I ; 1 NOTE: SIGNAL CONDUITS UNDER STREET IN THE IMMEDIATE VICINITY OF THE INTERSECTION SHALL BE AT LEAST 3 INCHES IN DIAMETER AND SHALL BE BORED UNLESS OTHERWISE DIRECTED BY THE ENGINEER. PLEASE REFER TO SPECIFICATIONS FOR SIGNAL INTERCONNECT. CONDUCTOR SCHEDULE IT SIZE -3 3" 3" 2" 2" 11.5 " L 3" 1 3" 3" 3" 3" 2" 11 2" 11. 5" 1.5" 1.5" 1.5" 1.5" 1.' • • • - - e © © e © e e e e IL �aM MM AMA AN I!E 28 CONDUCTOR 9 CONDUCTOR 5 CONDUCTOR 10 LIGHTING • 3 1 2 1 2 0 1 DET. 1 1 1 1 0 2 DET. 4 4 4 1 0 3 DET. 1 H-1 4 4 DET. 1 1 1 DLC 0 5 DET. 1 1 1 0 6 DET. 4 0 7 DET. 8 DET. • 3 1 2 1 2 1 414 1 4 1 1 5 1 1 V) X X I• O I O a- w I �CL z I ; Qx I I H W C) UJ z V) Z O �I p (n W I I 1.5" 1.5"1.5" 1.511.5" 2" o p o ; I AAAA 0LjF- I , I C) I I I II II LLJ O Pr) ► I. 4 I ' I I' 13 O 47 r � I I � 1 � I � 1 I 1 3 1 3 1 3 1 3 1 3 1 3 1 3 1 3 4� LOOP LEAD -INS SHALL BE RUN TO- TERMINAL STRIP IN PERMANENT COUNT STATION U a M 2 -- - - -- 7 (TYPICAL) --- - --- © 11 _ 66 Terminal strip minimum 18 -lug) I © 9 Mount terminal strip and 99 2 Install duplex receptacle to inside wall 4 receptacle of cabinet. 16L I N� I 6" —� 6" I � I N. re , I I f69+k7#17 c c 16U , I I C'.vj (F II I 10.50' I I I ,I I 36.50' I I I I ,I I ,I I ,I I� ,I I 3 ,I I II I I I 22 II I ,I I ,I J ,I 'I I I II II I ,I II ,I 1 DETAIL ® SE CORNER SCALE 3.2- •-�� 45 — 1' - REGISTERED CIVIL ENGINEER CITE'( OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 fl 'j Y 4q DATE OCT. 10 1991 TRAFFIC SIGNAL SYSTEM M:p, F. EAST CALIFORNIA AVE. � � J.R.L. @ SO. KING ST. TRAFFIC ENGINEER S.L.WALKER RCE 323w CITY OF BAKERSFIELD N o z OF PUBLIC WORKS - TRAFFIC ENGINEERING 2 _... 91EE15 1 1 1 4 4 1 H-1 1 1 1 1 414 1 4 1 1 5 1 1 V) X X I• O I O a- w I �CL z I ; Qx I I H W C) UJ z V) Z O �I p (n W I I 1.5" 1.5"1.5" 1.511.5" 2" o p o ; I AAAA 0LjF- I , I C) I I I II II LLJ O Pr) ► I. 4 I ' I I' 13 O 47 r � I I � 1 � I � 1 I 1 3 1 3 1 3 1 3 1 3 1 3 1 3 1 3 4� LOOP LEAD -INS SHALL BE RUN TO- TERMINAL STRIP IN PERMANENT COUNT STATION U a M 2 -- - - -- 7 (TYPICAL) --- - --- © 11 _ 66 Terminal strip minimum 18 -lug) I © 9 Mount terminal strip and 99 2 Install duplex receptacle to inside wall 4 receptacle of cabinet. 16L I N� I 6" —� 6" I � I N. re , I I f69+k7#17 c c 16U , I I C'.vj (F II I 10.50' I I I ,I I 36.50' I I I I ,I I ,I I ,I I� ,I I 3 ,I I II I I I 22 II I ,I I ,I J ,I 'I I I II II I ,I II ,I 1 DETAIL ® SE CORNER SCALE 3.2- •-�� 45 — 1' - REGISTERED CIVIL ENGINEER CITE'( OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 fl 'j Y 4q DATE OCT. 10 1991 TRAFFIC SIGNAL SYSTEM M:p, F. EAST CALIFORNIA AVE. � � J.R.L. @ SO. KING ST. TRAFFIC ENGINEER S.L.WALKER RCE 323w CITY OF BAKERSFIELD N o z OF PUBLIC WORKS - TRAFFIC ENGINEERING 2 _... 91EE15