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HomeMy WebLinkAbout3.2-578LIST OF DRA WINGS SHEE T 1 TI TL E SHEET SHEE T 2 SIGNAL PLAN SHEET 3 STRIPING/SIGNAGE PLAN CITY STANDARDS S-1, S-3, S-31, S-41, ST -22. STATE STANDARDS Cor ITY OF BA ' ERSFIELD TRAFF/C S/GNAL AND LIGIT/NG SYS TEM INS TA L LA TION A T THE" IN TERSEC TION 0,1F7 A20A, A20D, A24A, A24E, A88A, ES -1A, ES -2C, ES -2E, ES -30, ES -4A, ES -48, ES -4C, ES -4D, ES -4E, ES -5A, ES -5B, ES -5C, ES -5D, ES -6A, ES -7A, ES -78, ES -7F, ES -7G, ES -8, ES -11. CONVENTIONAL SYMBOLS EA SEMEN T - - RIGH T- OF- WAY CEN TERL INE RAILROAD TRACKS x CHAIN LINK FENCE HOSKING AVENUE AND AKERS ROAD - EXIST CURB & GU T TER --------------- EXIST A.C. FLOWLINE EXIST EDGE OF PA VEMENT GUARD RAIL - IMPR0 VEMEN TS UTILITY SYMBOLS L 0 CA TION MAP M.H. 0 MANHOLE � H FIRE HYDRANT NOT TO SCALE P.P. W.M. _w P 0 WER POLE ❑ WATER METER W. V. EXISTING MONUMEN T M ® G. M. PRE-EMPTION DEVICE G. V. r�j TRAFFIC LOOP TYPED DQ OTRAFFIC LOOP TYPE E I WATER VALVE GA S ME TER GAS VALVE STREET LIGHT W/MAST ARM S TREE T SIGN FINAL PAY QUA NTI TIES EXIST WA TER LINE UNI T OF MEASURE EXIST SEWER LINE W s G EXIST GAS LINE STOP BAR/CROSS WALK (YELLOW PAINT) EXIST STORM DRAIN SF SD OH EXIST AERIAL EXIST UNDERGROUND E LINES POWER LINE TV EXIS T UNDERGROUND EXIS T UNDERGROUND T TV CABLES PHONE L INE 0 EXIST OIL LINE EXIST FIBER OPTIC LINE FO L 0 CA TION MAP M.H. 0 MANHOLE � H FIRE HYDRANT NOT TO SCALE P.P. W.M. _w P 0 WER POLE ❑ WATER METER W. V. EXISTING MONUMEN T M ® G. M. PRE-EMPTION DEVICE G. V. r�j TRAFFIC LOOP TYPED DQ OTRAFFIC LOOP TYPE E I WATER VALVE GA S ME TER GAS VALVE STREET LIGHT W/MAST ARM S TREE T SIGN FINAL PAY QUA NTI TIES l TEM ES TIMA TED QUANTITY UNI T OF MEASURE REMOVE TRAFFIC STRIPES AND PA VEMEN T MARKINGS 1,356 SF PAVEMENT MARKINGS (WHITE PAINT) 45 SF STOP BAR/CROSS WALK (YELLOW PAINT) 24 SF DETAIL 38 (WHITE PAINT) 719 LF 0 Job No.: T1 K203 File Pati: K:\LDD-ENCINEERING\TlK203-HOSKING-AKERS\dwg File Name: T1 K203 TS Hosk-Akrs 3-1.dwg STA TE OF CALIFORNIA NO TE: THE CON TRA C TDR MUST POSSESS THE FOLLOWING VALID LICENSES: CLAS,S' , A 1191?C-10 NO TE: THE CON TR, A C TOR SHALL CONTACT THE USA L OCA TOR SERVICE 1-800-642-2444, 48 HOURS PRIOR TO EXCA VA TION. QRpFESS/pN9 pEAN Q C 46803 * Exp. 6-30-13 C 1 V I - OF C� A\ f-" - s )'?, APPl40VEE> aY= RAUL M. ROJAS, R.C.E. 39880, EXPIRES 12-3'-' DATE PUBLIC WORKS DIRECTOR APPROVAL RECOMMENDED BY: ASSISTANT PUBLIC WORKS CIRECTOR DATE CIVIL ENGINEER IV - DESIGN ENGINEERING DATE I TRAFFIC ENGINEERING TR�1 FFIC SIGNAL AND LIGHTING INSTALLATION HOSKING AVENUE AND AKERS ROAD DATE NO 1 OF 3 SHEETS 1 2 3 A H 14, CONSTRUCT/ON NOTES 1 CONTRACTOR SHALL INSTALL CITY FURNISHED TYPE 170E CONTROLLER AND 332 CABINET ASSEMBLY SERVICE SHALL BE 120v/240v TYPE 111 -BF FURNISHED AND INSTALLED '.V. a q� \ pE N BY THE CONTRACTOR. PULL BOX /N FRONT OF CONTROLLER SHALL BE 6. PULL BOX ADJACENT TO PG&E ELECTRICAL SERVICE POINT SHALL BE PG&E f04J459.7, Aoft o Q2 CONTRACTOR SHALL /NSTALL CONDUIT FROM ELECTRICAL SERVICE POINT PG&E 8043459 PULL BOX TO TYPE 111 -BF SERVICE PEDESTAL. ALL OTHER PULL BOXES SHALL BE 12 6J2U y f,t,cA 15 UNLESS OTHERWISE NOTED. QI Z Z ENGINEER ,i El ALL NEW SIGNAL INDICA TIONS SHALL BE 12" LED "RED," "GREEN," AND "YELLOW" PER SPECIF/CA TIONS I REGISTERED Cl VlL C 46803- ` * Exp.6-30-13 ®L UM/NA/RES SHALL BE LED ROADWAY 1 APPLICA TION (REPLACES 200 W HPS) ON POLES O, ©, OO & ©PER THE SPECIFICA TIONS. � � 15 i Cl T Y OF BA KERSFIEL D J� �Q , ❑5 ALL PEDESTRIAN INDICATION MODULES SHALL BE NEW, "CPS LED" "UPRAISED HAND, "AND "WALKING PERSON" COMBO, INTERNATIONAL SYMBOL PEDESTRIAN CHANGE INTERVAL I 1501 TRUX TUN A VENUE qT C/\/ COUNTDOWN DISPLAY TYPE AS DETAILED IN THE SPECIAL PROVISIONS N �' ! BAKERSFIELD CA 93301 F OF CA��Fo� ©LOCATIONS OF THE STANDARDS SHALL BE 4' M/N/MUM BETWEEN FACE OF THE POLE AND THE FLOWLINE, OR 5' BEHIND FLOWLINE WHERE APPLICABLE, OR AS DIRECTED BY THE - ENGINEER AT THE SITE. REVISIONS �7 CONTRACTOR SHALL INSTALL (4) CITY -FURNISHED OPTICOM 711 PREEMPTION DEVICES THE CONTRACTOR SHALL FURNISH AND INSTALL CABLES AND MOUNTING HARDWARE No. DA TE DESCRIPTION I (PELCO AB -121). ONE OPTICOM 754 PHASE SELECTOR UNIT WILL BE INSTALLED IN THE CABINET BY THE CITY. EXACT HARDWARE MOUNTING PLACEMENT SHALL BE DETERMINED " 15 BY THE TRAFFIC ENGINEER IN THE FIELD. THE CONTRACTOR SHALL PROVIDE AN ON SITE OPTICOM TECHNICIAN WITH DDL. CONTACT AN OPTICON REPRESENTATIVE 48 HOURS ` € 1 / / PR/OR TO TURN/NG ON SIGNAL AT (714) 321- 7513. 3 5 ® CONTRACTOR SHALL INSTALL CITY SUPPLIED STREET NAME SIGNS PER SPECIAL PROVISIONS;t, 3 �9CONTRACTOR HA ` I I ,V, SHALL PLACE THE SERVICE PEDESTAL AT A MIN/MUM OF 20 FEET AWAY FROM THE CONTROLLER CABINET AND 6 FEET BEHIND FLOWLINE. 10 CONTRACTOR SHALL REMOVE & SAL VA GE EXISTING STREET LIGHT. I II U ; 11 TYPE D LOOPS SHALL BE 6' WIDE DIAGONAL QUADRUPOLE DESIGN . TYPE E LOOPS SHALL BE 6' DIAMETER. DETECTOR LOOPS AND LEAD-INS WITHIN 8' OF THE CURB 1 3 / / FLOWLINE SHALL BE A MINIMUM OF 1.5" BELOW THE SURFACE OF THE PAVING. LOOPS SHALL BE INSTALLED ONLY BETWEEN THE HOURS OF 8.•30AM-4:30PM. ALL LOOPS j W.V._ SHALL BE LOCA TED IN THE FIELD BY THE ENGINEER. DETECTOR LOOPS SHALL BE CENTERED ON THEIR RESPECTIVE LANES. 6J4L v J I 12 CONTRACTOR SHALL INSTALL ADVANCE TYPE E LOOP DETECTORS 285' BACK FROM THE LIMIT LINES OF THE /N TERSEC TION. SCALE: I �� = ZO ' I IU� T10' � 13 CONTRACTOR SHALL CONSTRUCT HANDICAP RAMPS PER CAL TRANS STANDARD PLAN (A 88A, LATEST VERSION), CASE A. RIGHT TURN �_ � I � , Z 0 14 CONTRACTOR SHALL REMOVE AND RECONSTRUCT TYPE B' CURB AND GUTTER INCLUDING A 2' WIDE PAVEMENT TIE-IN PER CITY STANDARD ST -12. 10' 15 x>' = THRU LANE TYPE E m 15 CONTRACTOR SHALL SUPPLY AND INSTALL R3-4 SIGN ON SIGNAL POLE AS INDICATED ON THE PLANS 14 � LOOP DETECTOR Y 3 ' El Y 6J4U. 8 ' Ej LEFT TURN LANE 10' 10' 10' 6J4U q TYPE D STOP BAR M H LOOP DETECTOR i r p _ _ NTS $ LOOP "wm r y�. .,. ,c:.... , ..... LAYOUT 0 ---_ _ m 13 U .._, P n f � �� . �. — — _ �� � � �< . a 6J4 6J4U III `� �v, 16 POLE SCHEDULE 0 N MASTARM SIGNALS SIGNS i; LOC. STANDARD LIGHTING WALK W-DPPB VEHICLE SIGNALS DON'T WALK 0 .0 ST NAME SIGN REMARKS 26-4-100 15'(S) SV -1-T (C) SP -1 _T 02 08 HOSK/NG A (S) 45'(S) L MMATP (C) (C) (C) AVENUE Q7 ® 15 ,nB TV -2-T SP- 1-T .08 ;02 (S) (C) (C) (C) (C) o� 29-5-100 15'(S) SV -1-T (C) SP_ 1-T 04 AKERS U (S)55' (S) L TMA T (C) (C) (C) .02 (C) ROAD ❑7 D S TV -2-T SP -1-T .02 ,04 06 O 26-4-100 15'(S) (C) SV -1-T (C) (C) (C) (C) E (S) MAS (C) Sp_ 1-T 06 04 HOSKING L 45'(S) L T -MA T (C) C O (C) C O AVENUE 7 M® 15 416U TV -2-T SP -1-T ,04 ;06 a UF / (C) (C) (C) (C) 29--5)100 15'(S) �C) �� SP -1-T ,08 06 AKERS 4I6L 12 55 S O ( (C) (C) (C) ROAD D D a .. L T -MAT (C) 1A UH (S) TV -2-T 3P -1-T 06 .08 ,,z, ,, . .: (C) ( c ) (c) ( c ) - POLE SCHEDULE NOTES m_ (S) City Supplied, (C) Contractor Supplied, (E) Existing. — — �- Q I New signal poles, signal poles and anchor bolts, will be City and luminaire furnished most arms, signal poles and luminaire most arm connection hardware, x and delivered by the contractor to the site from the Bakersfield Municipal oAirport at 2000 South Union Avenue. Contact City's Electrical Supervisor at least 48 hours prior to pick—up. All I_- other equipment shown in the pedestrian buttons pole schedule, be except street name signs, shall be furnished by the contractor. All ~ push shall per ADA Standard Specifications, and placed at a minimum height of 3 feet. 0 N Y CONDUCTOR S CHED U LE -0 Cn CONDUIT SIZE 34" 24" 4" (E) = EXISTING CONDUCTOR 3" 3" 2-3" 4' 3" 1 3" 31 2" 2" 3" 3" 2" 3" 2" 3" 2" 3' 2" 2" 2" 3" 2" L (N) = NEW RUN 1 2 34 5 6 7 A8A_9 1 14 15 &A-AAA21AA24 /25' Q DES/GNA TION (N) (N) (N) 28 (N) (E) (N) (N) (E) (N) (N) (N) (N) (N) (N) (N) (N) (N) (N) (N) (N) (N) (N) (N) (N) (N) CONDUCTOR 4 4 1 2 1 1 1 2 1 1 z 9 CONDUCTOR - - 1 - 1 - 1 - 05CONDUCTOR - 1 - 1 - 1 - 1-- LIGHTING - 4 2 2 2 2 2 2 2 ,.r) PRE-EMPTION CABLE 4 4 1 2 1 1 2 1 1 - #4 SERVICE (PR/MARY) - - - - - - - - Y #6 SERVICE (SECONDARY) - - - 3 3 3 3 .01 DETECTOR 2 2- - - 2 2 _ _ _ _ _ _ - 2 - - - - - 2 2 - " - - - - z .02 DETECTOR 4 4 4 4 - - - - -- - 4 1 Lij .0 3 DETECTOR 2 2 - - - 2 2 2 2 - - - - - - - z .04 DETECTOR 5 - - - - - _ _ - 5 2 2 z- .0 5 DETECTOR 2 2 2 2 - - - - - - - - - 2- - - - w .0 6 DETECTOR 4 4 - - - 4 4 - - - - - - - - - o G- .0 7 DETECTOR 2 - 2- 4 1 - - - - - - - - - - - - - - 0 8 DETECTOR5 5 - - - 5 5 5 5 - - - - - TOTAL DETECTORS 26 19 6 6 - 13 13 7 7 7 2 6 1 6 1 1 5 2 7 CITY OF BAKERSF SEE CONTROLLER CABINET DETAIL (THIS SHEET) L-..,;, [ PUBLIC WORKS DEPARTMENT File Name: TIK203 TS Hosk_Ak.rs 3_ 1 Drawn: K BOLAND Job No.: T1K203 Engineer: D PADILLA Date: Mar, 28, 13 Checked By- Tf 8J6L 8J6U AVENUE CONTROLLER DETAIL S/W CORNER (NOT TO SCALE) TRAFFIC SIGNAL AND LIGHTING INSTALLATION SHEET N0. HOSK/NG AVENUE AND AKERS ROAD 1 2 0-` 3 m Ln 0 Ln FD N OCTN U 0 a F--- W. STRIP/NG/SIGNAGE NOTES: 1O CONTRACTOR SHALL REMOVE PAVEMENT MARKINGS/STRIPING AS INDICATED ON THE PLANS, INCLUDING EIGHTEEN (18) "STOPS" AND SIX (6) 'AHEAD" MARKINGS BY OBLITERATING A RECTANGLE WHOSE LIMITS ARE THE EDGE OF EACH MATCH LINE STA: 21 +89 AKERS ROAD BOTTOM RIGHT THIS SHEET WORD. UNDER NO CIRCUMSTANCES ARE THE LETTERS TO BE REMOVED INDIVIDUALLY. ONCE THE MARKINGS HAVE 7 BEEN REMOVED, THEY SHALL BE REPLACED WITH TEMPORARY TAPE WORD MARKINGS UNTIL THE DAY THE SIGNAL IS ACTIVATED, ALL TEMPORARY TAPE PAVEMENT MARKINGS SHALL BE REMOVED PRIOR TO SIGNAL ACTIVATION. REFER ST 275.50 TO ORDER OF WORK SECTION OF THE SPECIFICATIONS 1�' r O CONTRACTOR SHALL REMOVE CONFLICTING PAVEMENT MARKING/STRIPING AS INDICATED ON THE PLANS. T! O3 INSTALL 1' WIDE STOP BAR AND CROSS WALK STRIPING (YELLOW). 4O ALL STRIPING AND PA VEMENT MARKINGS SHALL CONFORM TO CAL TRANS STANDARD PLANS DA TED MA Y 2006. I I O5 CONTRACTOR SHALL REMOVE ROADSIDE SIGNS (GSP POST) PER SPECIAL PROVISIONS. O6 CONTRACTOR SHALL REMOVE ROADSIDE SIGN ATTACHED TO STREET LIGHT POLE PER SPECIAL PROVISIONS I O 0 CONTRACTOR SHALL REMOVE EXISTING W3-1 SIGN PANEL AND REPLACE WITH R3-7 SIGN PANEL ON EXISTING POST. x j k 1 O INSTALL TYPE /V ARROW (15 SF EA.) C s g INSTALL DETAIL 38 O v, 297£ LFk/ 14 230 SF SCALE. • 1 "= 20' j 501D % +) 102 SF S / s -—O b , 13 SF 2 _ — (D5!- i . 6 SF 3 CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Nome: T1K203 IS Hosk_Akrs 3_1 Drown: K BOLAND Job No.: T1K203 Engineer: D PADILLA Date: Mar. 28, 13 Checked By r' HOOKINO AVENUE QRCJFESS/ON 1EAN ,Q\ r `l) c r�i REGISTERED Cl VIL ENGINEER � C 46803 * Exp. 6-30-13 Cl TY OF BAKERSFIELD J'�9 C1vI ��� 1501 TRUX TUN A VE1'\JUE -�� BAKERSFIELD, CA 93301 F OF REVISIONS No. DA TE DESCRIP TION ll( 115 SF 1 I S -i STA: 23 7540 24' ' O I N E N + ST. '. 75.0 2 I 9 1 142�� LF t I I I f 3 I i i N } F F MATCH LINE STA: 21 +89 AKERS R OAD SEE TOP OF THIS SHEEN 3 2 - S)p TRAFFIC SIGNAL AND LIGHTING INSTALLATION/STRIPING PLAN HOSK/NG AVENUE AND AKERS ROAD C9 SHEET NO 3 OF 3 1 2 3