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HomeMy WebLinkAbout3.2-547 Record DrawingCITY 3A/< RS�IE�D za DEPARTMENT OF PUB IC WORKS TRAFFIC SIGNAL INTER BR/MHALL RD., CALLOW, ONNECT—PART 7 Y DR., COFFEE RD., I MING AVE., AND W/BLE RD. OLIVE DIM JUGEMAN RD 1\ WEANY EW 58 100%� H ALE WY _ _ CITY STANDARDS . S-411 19 - I—MWG\ CALTRANS STANDARDS --ES-1A, ES1B, ES -8, ES -13, RSP-A88A - �__ _ CONVENTIONAL SYMBOLS-,--_ EMAD EXIS T CURB & GU TTER SECTION LINE` PANAMA RIGHT-OF-WAYT- OF- WA Y ---------- EXIST A.C. FLOWLINE CENTERLINE EXIST EDGE OF PAVEMENT 11111 1 RAILROAD TRACKS GUARD RAIL I AUBURN STREET In STATE OF CALIFORNIA BENCHMARK "T N­ SLL PLAN SHLL IS tj BASIS OF BEARINC - SEE PLAN SHEETS LAM NO TE. - THE CON TRA C TOR MUS T� POSSESS THE FOLLOWING 1( VALID LICENSES.- CSS Gly' LAAy OR C— 12 41 Pun ROAD PROJECT LENG-T.T1--- 1K 5. 0± MILES U CA L T RA A fS f=EEDEPAL PRC,"k JF- C -T'- 0 T N TO QCA'E' 7 i NUMBERP.- CML -5= (W) X—X— FENCE IMPROVEMENTS -PROJECT LOCATION LIST, OF DRAWINGS. SHEET 1 TITLE SHEET AND DETAILS 2" CONDUIT SHEET 2-3 BRIMHALL RD. -ALLEN RD. TO JEWETTA AVE. PC81B SHEET 4-5 CA L L 0 WA Y DR. - SEA BECK AVE. TO HA GEMA N RD. NO 7ES.- SHEET 6-7 COFFEE RD. - HAGEMAN RD. TO OLIVE OR. Unprotected Pair L.B < 7 =(Sr 8 SHEET 8 MING AVE. "H" ST TO "P" ST E 5 > Protected Pair 2 SHEET 9-10 WIBLE RD. HARRIS RD. TO WHITE LN. ONNECT—PART 7 Y DR., COFFEE RD., I MING AVE., AND W/BLE RD. OLIVE DIM JUGEMAN RD 1\ WEANY EW 58 100%� H ALE WY _ _ CITY STANDARDS . S-411 19 - I—MWG\ CALTRANS STANDARDS --ES-1A, ES1B, ES -8, ES -13, RSP-A88A - �__ _ CONVENTIONAL SYMBOLS-,--_ EMAD EXIS T CURB & GU TTER SECTION LINE` PANAMA RIGHT-OF-WAYT- OF- WA Y ---------- EXIST A.C. FLOWLINE CENTERLINE EXIST EDGE OF PAVEMENT 11111 1 RAILROAD TRACKS GUARD RAIL I AUBURN STREET In STATE OF CALIFORNIA BENCHMARK "T N­ SLL PLAN SHLL IS tj BASIS OF BEARINC - SEE PLAN SHEETS LAM NO TE. - THE CON TRA C TOR MUS T� POSSESS THE FOLLOWING 1( VALID LICENSES.- CSS Gly' LAAy OR C— 12 41 Pun ROAD PROJECT LENG-T.T1--- 1K 5. 0± MILES U CA L T RA A fS f=EEDEPAL PRC,"k JF- C -T'- 0 T N TO QCA'E' 7 i NUMBERP.- CML -5= (W) X—X— FENCE IMPROVEMENTS -PROJECT LOCATION LOCATION MAP 2" CONDUIT r A YA PC81B Odd Ten mals o Even Terminals NO 7ES.- 9 10 Unprotected Pair L.B < 7 =(Sr 8 FIELD SIL E 5 > Protected Pair 2 TOP VIEW Unprotected Pair I< 3 4 — ELECTRONICS SERVICE 1-800-642-2444,1 48 HOURS PRIOR TO >Protected Pair I EXCA VA TION. n f'v-0 1-11, 2) ALL U TILI TY LOCATIONS ON THESE PLANS ARE APPROXIMA TE FIBER DISTRIBUTION UNIT 12" Ground Terminal 1 or 10 Building Approved Ground EXTENSION 73 0 0 Ono TO LOCATE ALL UTILITIES PRIOR TO THE START OF CONSTRUCTION. SURGE SUPPRESSION TERMINAL THE CITY IS NOT RESPONSIBLE FOR UTILITIES MARKED BY- USA T1 SPLICE TRAY N. TS FDY 170 R2 SECEON &=A SERIES T2 6 OR 12 STRAND SINGLE APPROVED BY: MODE FIBER J) THE LOCA TIONS OF EXISTING IN 7ERCONNEC T CONDUt T ON THESE OPTIC CABLE PLANS IS AN APPROXIMATION ONLY.Y-IT-JS THE CONTRACTOR'S R1 MAIN TRUNK FIBER ST STYLE FIBER �7� FIBER ST OPTICAL OPTIC CABLE . .... OP77C ADAPTERS PATCH CORD TER P01 C WORKS DIRECTOR DA DA SEALED SPLICE BOX 2o CONDUIT PRIOR TO INSTALLING TRAFFIC SIGNAL INTERCONNECT CABLE. .3" KNOCKOUT KNOCKOUT _---KNOCKOUT FOR 4" MULTIDUCT BY: .,--PULL BOX C OR MUL 77 CONDUI T SYSTEM (NOT REQUIRED FOR NO.5 PULLBOX) R=4' MIN. VARIES 0 Ed 45* MAX ea � f 11 A CLEAN CRUSHED R=4' MIN. STANDARD SPECIFICATIONS, CHAPTER 86: SIGNALS, LIGHTING,:: MAIN TRUNK FIBER ROCK SUMP, SEE —J' MIN. AND ELECTRICAL SYSTEMS. OPTIC CABLE STD PLAN ES -8 FOR ADDITIONAL CCUDUIT SHALL ENTER PULLBOX AT FACTORY BEND DETAILS. SECTION R-8 R= 4' MIN. SWEEP AT 90* ROAD CROSSINGS. (TYP) TYPICAL FIBER OPTIC CABLE CONNECTION NO. 5 PULLBOX WITH EXTENSION TRAFFIC ENGINEER DA (SPLICE CONNECTION TO CONTROLLER CABINET) (N0.6 PULLBOX WITH EXTENSION SIMILAR) SWEEP TO PULLBOX INTERCONNECT N O NTS N. rs. N. U NO 7ES.- 1) THE CONTRACTOR SHALL CONTACT THE USA LOCATOR No. 57,651 SERVICE 1-800-642-2444,1 48 HOURS PRIOR TO EXCA VA TION. 2) ALL U TILI TY LOCATIONS ON THESE PLANS ARE APPROXIMA TE LOCA TIONS ONL Y I T IS THE CON IRA C TOR'S RESPONSIBILI TY TO LOCATE ALL UTILITIES PRIOR TO THE START OF CONSTRUCTION. THE CITY IS NOT RESPONSIBLE FOR UTILITIES MARKED BY- USA Job No. T91<101 THAT ARE NOT SHOWN ON THESE PLANS. APPROVED BY: J) THE LOCA TIONS OF EXISTING IN 7ERCONNEC T CONDUt T ON THESE PLANS IS AN APPROXIMATION ONLY.Y-IT-JS THE CONTRACTOR'S RESPONSIBILI TY TO VERIFY EXISTING CONDUl T LOCA TION AND LENGTH —7 P01 C WORKS DIRECTOR DA DA E PRIOR TO INSTALLING TRAFFIC SIGNAL INTERCONNECT CABLE. APPROVAL RECOMMENELD BY: 4) THERE SHALL -BE NO SPLICING OF COPPER TRAFFIC SIGNAL CABLE BETWEEN CONTROLLER CABINETS. PLEASE REFER TO CALTRANS ea � f 11 A STANDARD SPECIFICATIONS, CHAPTER 86: SIGNALS, LIGHTING,:: AND ELECTRICAL SYSTEMS. U ASSISTANT PUBLWORKS DIRECTOR 15A r[ s)•SPY7 P4 7 TRAFFIC ENGINEER DA TRAFFIC SIGNAL INTERCONNECT N O ALONG VARIOUS STREETS WITHIN OF THE CITY OF BAKERSFIELD 10 SHEETS Q 4�c nz_ \S 00 10 00 p CL If p 1-7 RIMHALL ROAD W - - - — - -- - - - - - - --- - - - - - - - --- -- - - - - - - - - - - - - s s + 111+00 s s 12+00 13+00 S----S--- s s I �--SD--c�,D---SD-----SD----SD---14±0-Q-SD-- -S;_--J-5�±MSD_ s -4 p p p p pp p P p p 4 - - - - - - - - - - -- - - - - - - p - p p p p 5 p 2 _ i BRI MHA L L ROAD Q) III CL Q) n CL 'D - i1D- --SD- 2. G& 23+00 SD --SD-- s____s --24+00,- 25+00 26+00 27+00 28+00-o s _S 29+00 30+00 -4 31+00 S --------- 4—S 32+00 33- S P_ P PEI Pp p 6 P p P p p P, --- T_ Elp Z _777- Nc C�l NOTES: - , - - _ INSTALL PULL BOX (NO. 5) WITH EXTENSION. F8_1 INSTALL NEW CONDUIT INTO EXISTING PULL OX FURNISH AND INSTALL MODEMS F2 CONTRACTOR WILL FURNISH CHRISTY H2O TRAFFIC BOX (MODEL .3048) WITH EXTENSION. Q) AS REQUIRED IN THE PROJECT SPECIFICA 77ONS IN ALL CONTROLLER CABINETS. CONDUIT AND PULL BOXES SHALL BE INSIALLED AS SHOWN ON 77 -IE PLANS. NO PULL BOXES SHALL BE INSTALLED IN DRIVE APPROACHES. F3� CONNECT INTERCONNECT CABLES TO TERMINAL BLOCK Mll ALL 4" CONDUIT SHALL BE MUL77-DUCT, UNLESS OTHERWISE SPECIFIED. o T9-1 ON SIDE PANEL NO. 4 OF 7HE CONTROLLER CABINET AT EACH END OF RUN PER IN 7ERCONNEC T DETAIL. M12 7HE MINIMUM BEND RADIUS SHALL BE 4810 FOR CONDUIT TERMINAL BLOCKS NOT EXISTING IN OLDER 332 CABINETS SHALL BE SUPPLIED BY THE CONTRACTOR INSTALL C2 Fl 3 CONDUIT SHALL BE INSTALLED WITHIN SIDWALKAREAS. SIDEWALK SHALL BE I ' CABLE AND SURGE SUPPRESSOR (EDCO PC642C-015D) REPLACED -70 77 -IE NEAREST WEAKENED ANE N OR EXPANSION JOINT BEYOND rn AS SHOWN IN DETAIL.' THE AREA DAMAGED BY TRENCHING OPER770N. BORING UNDER SIDEWALK BETWEEN ONE OR MORE SEGMENTS OF SIDEWALK PANELS IS ACCEPTABLE IN AREAS WHERE SCALE: 1 = 40 4MAXIMUM LENGTH OF CONDUIT BETWEEN PULL BOXES THERE IS NO SIDEWALK, CONDUIT SHALL BE PLACED WITHIN 5.5 FEET OF THE BACK rl SHALL NOT EXCEED 400 FEET OF CURB. F5-1 CONDUIT SHALL BE BROUGHT INTO PULL BOXES OP 77ONALL Y, CONDUIT MAY BE PLACED AL )NG LIP OF GUTTER WITH ROCK SAW CONDUCTOR SCHEDULE PARALLEL TO THE EXIS77NG SURFACE (HORIZONTAL). OPERATION PROWDED 77 -IE TOTAL ANGULAR BEND BETWEEN PULLBOXES DOES NOT -?,0fESS/0* EXCEED 180* THE PULLBOXES SHALL BE PLACED BEHIND CURB AND WITHIN -1E S SpAES 77 SIDEWALK AREA REGARDLESS OF CONDUIT BENDS, AND OR PLACEMENT CONDUIT SIZE 2" 12" 2" 12" 12" 2" 1 2" 2" pg� 77 -IE TOTAL ANGULAR BEND OF CONDUIT BETWEEN TRENCHES SHALL BE PAVED BACK TO ClP, STANDARDS PULLBOXES $HALL NOT EXCEED 180 DEGREES. CONDUCTOR RUN AA2 A A4A5 AZ!2� cn SMFO 1 1 REGISTERED CIVIL ENGINEER CID IF CONTRACTOR REMOVES EXISTING HANDICAP RAMP DURING C 57651 48 SMFO 1 9 INSTALL AND CONNECT INTERCONNECT CONDUIT AND CABLES -31-09 -1 . f F7 WNS7RUC77ON OPERA77ONS, THE RAMP SHALL BE REPLACED THROUGH SIDE OF CONTROLLER CABINET U31NG EXTERNAL Exp. 12 o CONDUIT E NI N N N I N I N WITH A NEW RAMP MEE77NG CURRENT ADA SPECIF7CA TONS. `LB" CONNECTOR. (NEW), E (EXISTING), N/E- (NEW & EMS CITY OF BAKERSFIELD 1ING) 1501 TRUXTUN AVENUE 3 A Le'C—C> 6i . IN 40) 4� Slc C-1 A f%A% CRY OF BAKERSRELO CALIFORNIA PUBLIC WORKS DEPARTMENT I` 53301 Nome Brimhall-Alle 7Jewet I Drown: MDF - I - No.: 7YK101 Engineer. JCU TRAFFIC SIGNAL INTERCONNECT — PART 7 SHEET NC MARCH, 200 Checked By. RS BRIMHALL ROAD BETWEEN ALLEN RD. AND JEWE77A AVE. 2 OF 10 --- _ _ _ - _ 00 34+00 35+00 } 6+ 0 S jS -4 r W I � i I 3 F ! f ; 1 BRIMHALL ROAD k-......._..._.-_......_. W 37+0Q 38+00 39+00 40+00 41+00 42+00 S � r 43+00 44+00 45- S i +- S --t - -��-- __ -.....-+– -- —i- --s +-- _ } p p - _ _ . _ p _ Qp- p p p �j >/ I i I BRIMHALL ROAD I a - L0 1 + i _ _ _ _ _ _ __ ___ _ _ __ . _.. _ _ __ _s ___. ._� ____ - _ k W p _ -__ - _ _._ ( i } I� 00 46+00 47+00 � � 48+00 49+00 1 50+001 52+00 53+00 -----+- ;--- -- �_ 54+00 _ 55+00 56+00 g -f—S - 57 - - _ ._ _ - _ _ - p___ p r - J _ N -UTE�� I BRIMHALL ROAD Lo ao 58+00 59+00 60+00 61+00 ' - —S 6 ! i p pp _- _ _ _ _ _ _ _ _{ _.._� ._ p p pp p T t File Name: Brlmha CRY BAKERS IELD, CALIFORNA PUBLIC WORKS DEPARTM, ENT Jots No.: T9Kl Dote: MARCH, S�{ i{ -4-- W INSTALL PULL BOX (NO. 5) WITH EXTENSION. ® INSTALL NEW CONDUIT INTO EXISTING PULLBOX - � 2 CONTRACTOR WILL FURNISH AND INSTALL MODEMS 9 � INSTALL CHRISTY H2O 7RAFFIC BOX MODEL 3048 WITH EXTENSION. � ) 11 AS REQUIRED IN THE PROJECT SPECIFICA TIONS 1 CONDUIT AND PULL BOXES SHALL BE INSTALLED AS SHOWN ON THE PLANS > IN ALL CONTROLLER CABINETS. D NO PULL BOXES SHALL BE INSTALLED IN - DRI VE APPROACHES ❑3 CONNECT INTERCONNECT CABLES TO TERMINAL 'BLOCK Fl -11 ALL 4" CONDUIT SHALL BE MULTI -DUCT, UNLESS 077-IERWISE SPECIFIED. Q f 7B-1 ON SIDE PANEL NO. 4 OF THE CONTROLLER CABINET AT EACH END OF RUN PER INTERCONNECT DETAIL. Q2. THE MINIMUM BEND RADIUS SHALL BE 48'10 FOR CONDUIT. 7ERMINAL BLOCKS NOT EXIS77NG IN OLDER 332 CABINETS SHALL BE SUPPLIED BY THE CONTRACTOR. INSTALL C2 13 CONDUIT SHALL BE INSTALLED WITHIN SIDEWALK AREAS. SIDEWALK SHALL BE m CABLE AND SURGE SUPPRESSOR (£DCO PC642C-015D) REPLACED TO THE NEAREST WEAKENED PLANE OR EXPANSION JOINT BEYOND AS SHOWN IN DETAIL. THE AREA DAMAGED BY TRENCHING DPERA770N. BORING UNDER SIDEWALK BETWEEN ONE OR MORE SEGMENTS OF SIDEWALK PANELS IS ACCEPTABLE. IN AREAS WHERE MAXIMUM LENGTH OF CONDUIT BETWEEN PULL BOXES EI S NO SIDEWALK, CONDUIT SHALL BE PLACED W THIN 5.5 FEET OF THE BACK rn SHALL NOT EXCEED 400 FEET OFE 0 OP77ONALLY, CONDUIT MAY BE PLACED ALONG LIP OF GUTTER WITH ROCK SAW o a CONDUIT SHALL BE BROUGHT INTO PULL BOXES OPERA77ON PROVIDED THE TOTAL ANGULAR BEND BETWEEN PULLBOXES DOES NOT PARALLEL TO THE EXIS77NG SURFACE (HORIZONTAL). EXCEED 180: THE PULLBOXES SHALL BE PLACED BEHIND CURB AND WITHIN THE TOTAL ANGULAR BEND OF CONDUIT BETWEEN THE SIDEWALK AREA REGARDLESS OF CONDUIT BENDS, AND OR PLACEMENT. ® TRENCHES SHALL BE PAVED BACK TO CITY STANDARDS o PULLBOXES SHALL NOT EXCEED 180 DEGREES. v a a IF CONTRACTOR REMOVES EXISTING HANDICAP RAMP DURING 14 INSTALL AND CONNECT INTERCONNECT CONDUIT AND CABLES irONS7RUC770N OPERATIONS, THE RAMP SHALL BE REPLACED THROUGH SIDE OF CONTROLLER CABINET USING EXTERNAL WITH A NEW RAMP MEETING CURRENT ADA SPECIFICA77ONS. 'LB' CONNECTOR. o - U N CONDUCTOR SCHEDULE _. CONDUIT SIZE 2 2 2 2 2 2 2 2 2 2 2 2 / Q CONDUCTOR RUNA9 AAAA A A A AA ® O� 12 SMFO 1 1 1 1 48 SMFO 1 1 1 1 1 1 1 1 o CONDUIT N N E N N N N I N N N I N E SCALE: 1"-40'* (NEW), E (EXISTING), N/E (NEIN & EXISTING) I BRIMHALL ROAD Lo ao 58+00 59+00 60+00 61+00 ' - —S 6 ! i p pp _- _ _ _ _ _ _ _ _{ _.._� ._ p p pp p T t File Name: Brlmha CRY BAKERS IELD, CALIFORNA PUBLIC WORKS DEPARTM, ENT Jots No.: T9Kl Dote: MARCH, S�{ i{ -4-- W Coop ; 6 +00 7 A p ee�a evs i o I. Q�pFESSIpN4 ���cd �PZAES sz F,L ,Q REGISTERED CIVIL ENGINEER ¢ C 57651 * Exp. 12-31-09 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF �IvtL�� BAKERSFIELD, CA . 93301 OF CAi�F Drawn: MDF TRAFFIC SIGNAL INTERCONNECT — PART 7 SHEET NO. En Ineer. JCU Checked BY RS B. RIMHALL ROAD BETWEEN ALLEN RD! AND JEWE7TA AVE. 3 OF 10 0 1 2 I 3 11 (19 1} Coop ; 6 +00 7 A p ee�a evs i o I. Q�pFESSIpN4 ���cd �PZAES sz F,L ,Q REGISTERED CIVIL ENGINEER ¢ C 57651 * Exp. 12-31-09 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF �IvtL�� BAKERSFIELD, CA . 93301 OF CAi�F Drawn: MDF TRAFFIC SIGNAL INTERCONNECT — PART 7 SHEET NO. En Ineer. JCU Checked BY RS B. RIMHALL ROAD BETWEEN ALLEN RD! AND JEWE7TA AVE. 3 OF 10 0 1 2 I 3 ~ | ' ^ ^ ` - � +00 00 . . ' Fu# / | � ------------------------------------------------- 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 LuilLjj i i 11 cj� Il I 27-1 46+00 'bo— 39+00 40+00 41+00 45+00 46+00 47 1 .�~ | ---- . ("A L L 0 WA Y DRI VE Q N OTES: f-1-1 INSTALL PULL BOX (NO. 5) WTH EX7ENSION. INSTALL NEW CONDUIT INTO EXIS77NG PULL R2 CON7RACTOR WILL FURNISH AND INSTALL MODEMS F9_1 INSTALL CHRISTY H20 TRAFFIC. BOX (MODEL .3048) WTH EX7ENSION. Q) AS REQUIRED IN 77 -IE PROJECT SPECIFICA 77ONS I Flo -1 CONDUIT AND PULL BOXES SHALL BE INSTALLED AS SHOWN ON 77 -IE PLANS. 4- IN ALL CONTTOLLER CABINETS. NO PULL BOXES SHALL BE INSTALLED IN DR11C APPROACHES. CONNECT IN7ERCONNECT CABLES TO 7ERMINAL BLOCK Fl fl ALL 4" CONDUIT SHALL BE MUL77–DUCT, UNLESS OTHERWSE SPECIFIED. C) T3-1 ON SIDE PANEL NO. 4 OF THE CONTTOLLER - CABINET AT EACH END OF RUN PER IN7ERCONNECT DETAIL. F 21 THE MINIMUM BEND RADIUS SHALL BE 4810 FOR CONDUIT. 7ERMINAL BLOCKS NOT EXIS77NG IN OLDER JJ2 CABINETS SHALL BE SUPPLIED BY THE CON7RACTOR. INSTALL C2 F131 CONDUIT SHALL BE INSTALLED WTHIN SIDEWALK AREAS. SIDEWALK SHALL BE REPLACED TO 7HE NEAREST WEAKENED PLA OR EXPANSION JOINT BEYOND CABLE AND SURGE SUPPRESSOR (EDC0 PC642C-015D) AS SHOWN IN DETAIL. THE AREA DAMAGED BY 7RENCHING COPPERA BORING UNDER SIDEWALK BETWEEN SCALE., 1 —40 . . ONE OR MORE SEGMENTS OF SIDEWALK PA S IS ACCEPTABLE IN AREAS WHERETHERE IS NO SIDEWALK CONDUIT SHALL BE ACED WTHIN 5.5 FEET OF THE BACKMAXIMUM LENGTH OF CONDUIT BETWEEN PULL BOXESOF CURB.SHALL NOT EXCEED 400 FEETOP770NALLY, CONDUIT MAY BE PLACED AL LIP OF GUT7ER WITH ROCK SAWCONDUIT SHALL BE BROUGHT INTO PULL BOXESF-51 OPERA77ON PROVIDED THE TOTAL ANGULAR BETWEEN'PULLBOXES DOES NOT ESSCONDUCTOR SCHEDULE PARALLEL TO THE EXIS77NG SURFACE (HORIZONTAL). EXCEED 180* THE PULLBOXES SHALL BE PL CED BEHIND CURB AND WTHINESON LI)DUI 13THE SIDEWALK AREA REGARDLESS OF CONDUl BENDS, AND OR PLACEMENT. I-- -S� CONDUIT SIZE 2" 2" 2" 2" 2" 2" 2 2" 2" 1 2" THE TOTAL ANGULAR BEND OF CONDUIT BETWEENPULLBOXES SHALL NOT EXCEED 180 DEGREES. 7RENCHES.SHALL BE PAVED BACK TO CITY STANDARDSa — 9-- i REGISTERED CIVIL ENGINEER C 57651 ;o19 AWG 12 PAIR 1 1 1 1 1 1 2 1 1 1 IF CONTRACTOR REMOVES'EXISTING HANDICAP RAMP DURING Fl -41 INSTALL AND CONNECT IN7ERCONNECT CONDINT AND CABLES Exp. 12-31-09&ONS7RUC77ON OPERA 77ONS, THE RAMP SHALL BE REPLACEDTHROUGH SIDE OF CON7ROLLER CABINET USING' EX7ERNALCONDUIT IEINI,NINININIEI N N I N_ WIN A NEW RAMP MEE771VG CURRENT ADA SPECIFICATIONS. 18' CONNECTOR. CITY OF BAKERSFIELDN (NEW). E (EXISTING), N/E (NEW & EXISTING) 1501 TRUXTUN AVENUE Ivi6i - BAKERSFIELD, CA 93,301 OF" CA0_7 t a File Nam& Collo Drawn: MOF TRAFFIC SIGNAL INTERCONNECT PART 7 SHEET NO. C/70rtn= BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT JobNo.: T9Kl 01 lEngineer JCU IIDate: MARCH, 2009 lChecked By. IRS CALLOWAY DRIVE BETWEEN SEABECK AVE. AND HAGEMAN R0. 4 OF 10 ` , v � [� 1 ' u � �� � I f t. C I Ty - T: p p L-- p p Ljj7' 00 48+00 49+00 50+00 51+00 — 52+00 i-99 54+00 55+00 56+00 57+00 58+00 59 E % T-- lv ! LQZ { " _ _:Z J _-�.._.. _ _ _... µ _- _ _ _._ ___ _ _._.. � i � �, ____ _ �w � � � __._ � �.- _ ._ _ _ .� _ _ _ _.._ Lijp��CALLOWAY DRI AYE { I 0 0 0 i CONDUCTOR SCHEDULE _o CONDUIT SIZE 2" 2" 2" 2" 2" 2 � GONDt1CTOR RUN ,& 119 AWG 12 PAIR 1 1 1 1 1 1 v CONDUIT N N N N N E N (NEW), E (EXISTING) 612 p p _ _ __ �p p p 59+00 60+00' 61+00 62+00 I 6 "= - = _ �----- CA L L O WA Y DRI AYE r� { { I{ Tj 64+00 F i, I� QTES• � -_ _ I 0 INSTALL PULL BOX (NO. 5) WITH EXTENSION. � E INSTALL NEW CONDUIT INTO EXISTING PULLBOX Q CONTRACTOR WILL- FURNISH AND INSTALL MODEMS Q INSTALL CHRISTY H2O TRAFFIC BOX (MODEL 3 48) WITH EXTENSION. AS REQUIRED IN THE PROJE(, T SPECIFICA 77ONSCONDUIT AND ePULL BOXES SHALL BE INSTALLED a IN ALL CONTROLLER CABINE7S 1 D NO PULL BOXES SHALL BE INSTALLED IN DRIVE APPROACHES. 0 CONNECT INTERCONNECT CABLES TO TERMINAL BLOCK �I ALL 4" CONDUIT SHALL BE MUL77—DUCT, UNLESS 0 7B-1 ON SIDE PANEL NO. 4 OF THE CONTROLLER 0 CABINET AT EACH END OF RUN PER INTERCONNECT DETAIL. 0 THE MINIMUM BEND RADIUS SHALL BE 4810 FOR v TERMINAL BLOCKS NOT EXISTING /N OLDER 332 CABINETS SHALL BE SUPPLIED BY THE CONTRACTOR. INSTALL C2 13 CONDUIT SHALL BE INSTALLED W THIN SIDEWALK AREAS. SIDEWALK SHALL BE rn 0 OR EXPANSION JOINT BEYOND �I AS SHOWN IN DETAIL. 0 77 -IE AREA DAMAGED BY TRENCHING OPERATION. 41-I v 1b IS ACCEPTABLE. IN AREAS WHERE MAXIMUM LENGTH OF CONDUIT BETWEEN PULL BOXES THERE /S NO SIDEWALK, CONDUIT SHALL BE 0 4 SHALL NOT EXCEED 400 FEET OF CURB. _ v OPRONALLY, CONDUIT MAY BE PLACED ALONG LIP OF GUTTER WITH ROCK SAW CONDUIT SHALL BE BROUGHT INTO PULL BOXES OPERATION PROVIDED 77 -IE TOTAL ANGULAR B ND BETWEEN PULLBOXES DOES NOT 0 PARALLEL TO THE EXtS77NG SURFACE (HORIZONTAL). 0 0 i CONDUCTOR SCHEDULE _o CONDUIT SIZE 2" 2" 2" 2" 2" 2 � GONDt1CTOR RUN ,& 119 AWG 12 PAIR 1 1 1 1 1 1 v CONDUIT N N N N N E N (NEW), E (EXISTING) 612 p p _ _ __ �p p p 59+00 60+00' 61+00 62+00 I 6 "= - = _ �----- CA L L O WA Y DRI AYE r� { { I{ Tj 64+00 F i, I� QTES• � -_ _ CITY OF SAKERSFIELD, CALIFORNIA, PUBLIC WORKS DEPARTMENT Job No.: 719K101 Engineer JCU Dote: MARCH, 2009 Checked By. RS I 1Q INSTALL PULL BOX (NO. 5) WITH EXTENSION. ® INSTALL NEW CONDUIT INTO EXISTING PULLBOX Q CONTRACTOR WILL- FURNISH AND INSTALL MODEMS Q INSTALL CHRISTY H2O TRAFFIC BOX (MODEL 3 48) WITH EXTENSION. AS REQUIRED IN THE PROJE(, T SPECIFICA 77ONSCONDUIT AND ePULL BOXES SHALL BE INSTALLED AS SHOWN ON THE PLANS. IN ALL CONTROLLER CABINE7S 1 D NO PULL BOXES SHALL BE INSTALLED IN DRIVE APPROACHES. CONNECT INTERCONNECT CABLES TO TERMINAL BLOCK Fl -11 ALL 4" CONDUIT SHALL BE MUL77—DUCT, UNLESS OTHERWISE SPECIFIED. 7B-1 ON SIDE PANEL NO. 4 OF THE CONTROLLER CABINET AT EACH END OF RUN PER INTERCONNECT DETAIL. 12 THE MINIMUM BEND RADIUS SHALL BE 4810 FOR CONDUIT. TERMINAL BLOCKS NOT EXISTING /N OLDER 332 CABINETS SHALL BE SUPPLIED BY THE CONTRACTOR. INSTALL C2 13 CONDUIT SHALL BE INSTALLED W THIN SIDEWALK AREAS. SIDEWALK SHALL BE CABLE AND SURGE SUPPRESSOR (EDCO PC642C-015D) REPLACED TO THE NEAREST WEAKENED PLAN OR EXPANSION JOINT BEYOND AS SHOWN IN DETAIL. 77 -IE AREA DAMAGED BY TRENCHING OPERATION. BORING UNDER SIDEWALK BETWEEN ONE OR MORE SEGMEN7S OF SIDEWALK PANES IS ACCEPTABLE. IN AREAS WHERE MAXIMUM LENGTH OF CONDUIT BETWEEN PULL BOXES THERE /S NO SIDEWALK, CONDUIT SHALL BE ACED WITHIN 5.5 FEET OF THE BACK 4 SHALL NOT EXCEED 400 FEET OF CURB. OPRONALLY, CONDUIT MAY BE PLACED ALONG LIP OF GUTTER WITH ROCK SAW CONDUIT SHALL BE BROUGHT INTO PULL BOXES OPERATION PROVIDED 77 -IE TOTAL ANGULAR B ND BETWEEN PULLBOXES DOES NOT PARALLEL TO THE EXtS77NG SURFACE (HORIZONTAL). EXCEED 180: 77-1E PULLBOXES SHALL BE Pb CED BEHIND CURB AND W17HIN THE TOTAL ANGULAR BEND OF CONDUIT BETWEEN THE SIDEWALK AREA REGARDLESS OF CONDUI BENDS, AND OR PLACEMENT. © TRENCHES SHALL BE PAVED BACK TO CITY S ANDARDS PULLBOXES SHALL NOT EXCEED 180 DEGREES. Q IF CON7RACTOR REMOVES EXIS77NG HANDICAP RAMP DURING 14 INSTALL AND CONNECT INTERCONNECT CONDUIT AND CABLES &0NS77?UC770N OPERA RONS, THE RAMP SHALL BE REPLACED THROUGH SIDE OF CONTROLLER CABINET USING EX7ErRNAL WITH A NEW RAMP MEE77NG CURRENT ADA SPECIFICA 77ONS. 'LB" CONNECTOR. Ft7e Name: Callowa _Roseda oiq on Drown: MDF CITY OF SAKERSFIELD, CALIFORNIA, PUBLIC WORKS DEPARTMENT Job No.: 719K101 Engineer JCU Dote: MARCH, 2009 Checked By. RS QRGF ESS /pN ` cr� SpAES q ST4 F REGISTERED CIVIL ENGINEER C 57651rn * Exp. 12-31-09 CITY OF BAKERSFIELDCIVI1501 TRUXTU L i" BAKERSFIELD,NCAuENUE 93301 F OF CAi-�� TRAFFIC SIGNAL INTERCONNECT - PART 7 SHEET NO. CALLOWAY DRIVE BETWEEN SEABECK AVE. AND HAGEMAN RD. 5 OF 10 0 1 2 r I QRGF ESS /pN ` cr� SpAES q ST4 F REGISTERED CIVIL ENGINEER C 57651rn * Exp. 12-31-09 CITY OF BAKERSFIELDCIVI1501 TRUXTU L i" BAKERSFIELD,NCAuENUE 93301 F OF CAi-�� TRAFFIC SIGNAL INTERCONNECT - PART 7 SHEET NO. CALLOWAY DRIVE BETWEEN SEABECK AVE. AND HAGEMAN RD. 5 OF 10 0 1 2 r i I i i #� Q I I I p r - P F r _ P p __ p p -- - -_ la ;� _ p_ __ P P --- P !� p p- p ��� p r pp _____ p ___.. _ _ _--- _ -__ _ P - ---_---p_.. t _ _ - -p-3 Y6 S S S S-_ - - — _ S s s_ _ _ __ __ 9+OQ ! 00 - i 1+00 12+OQ - 13+00 1 0 i 15+00 16+00- - - �+ -� - — 4XIS77NG 2" N0U1T �'— _., 3 S S0—..S0 SD ----SD I p C- I SIS i_. p f i f COFFEE ROAD �.J' Pt SPLICE NEW 48 STRAND FIBER } OP77C CABLE WITH EXISTING 48 SMFO IN SPLICE VAUL T ! p _ P _ _._ v p ___ ._ p p p ' _ p p _ _ _ p . p - �_ __ _ __ r� w p N p _ M_- __ p __ _.._ _. p _ _ _ _ __ p __ _ __ p __ __ p _ __ p _ ___ p _ ___ p p - p - _ ._._..._...._._�.._._ _ p __ _w _ _ p _ _ a r _ p 4_ / p _ _ p ___.. p _ ___ _ p �..__ _ _. p __ p i� _ p p _._ _ - _ _ p _ _. r -r ` p _ _ _ _ p _ p y�p ___ p —___ _ r __ _ __ p - - — p _ _ w _ p p _ p p __ p _ _ _ � � — p _ p _. p _ _._ _ _ _ _ p - _ p _ _ p a o - - - ►- _ 32+00 33L�jLLJ _ Lo- _ __ _ p _ _ _ '_— _ . t� . gyp. _ - _ p /' p _. _ _ p p in. _ _ _ j ____ __ p Z VV '7r COFFEE ROAD :. File Nome: Coffee -Ho emonv ve I Drown: MDF TRAFFIC SIGNAL INTERCONNECT - PART ? SHEET 740. f FBAKE S I LD PUBLIC WORKS DEPARTMENT Job No.: T9K101 Engineer JCU4 'Date: MARCH, 2,009 Checked By. RS COFFEE ROAD BETWEEN HAGEMAN RD. TO OLIVE OR. 6 OF 10 I 0 1 2 1 / teY" Lij NOTES: �. Q INSTALL PULL BOX (NO. 5) WITH EXTENSION. ® INSTALL NEW CONDUIT INTO EXIS77NG PULLBOX ! f-2-1 CON7RACTOR WILL FURNISH AND INSTALL MODEMS Q INSTALL CHRISTY H2O TRAFFIC BOX (MODEL J048) WINEXIZ�NSION Q) AS REQUIRED IN THE PROJECT SPECIFICA TIONSCONDUIT AND PULL BOXES SHALL BE INSTALLS AS SHOWN ON .THE PLANS. IN ALL CON7ROLLER CAB/NETS. _ 10 NO PULL BOXES SHALL BE INSTALLED IN DRIVE APPROACHES U 03 CONNECT INTERCONNECT CABLES TO TERMINAL BLOCK 11 ALL 4" CONDUIT SHALL BE MUL77-DUCT, UNLESS OTHERWISE SPECIFIED. o T9-1 ON SIDE PANEL NO. 4 OF 774E CONTROLLER CABINET AT EACH END OF RUN PER INTERCONNECT DETAIL. 12 THE MINIMUM BEND RADIUS SHALL BE 4810 FO CONDUIT. TERMINAL BLOCKS NOT EXIS77NG IN OLDER 332 CABINETS SHALL BE SUPPLIED BY 774E CONTRACTOR. INSTALL C2 13 CONDUIT SHALL BE INSTALLED W1THIN SIDEWALk AREAS SIDEWALK SHALL BE Q) CABLE AND SURGE SUPPRESSOR (EDCO PC642C-015D) REPLACED TO THE NEAREST WEAKENED PLANE OR EXPANSION JOINT BEYOND AS SHOWN IN DETAIL. THE AREA DAMAGED BY 7RENCHING OPERA TION. BORING UNDER SIDEWALK BETWEEN SCALE.' 1"= 4O Y ONE OR MORE SEGMENTS OF SIDEWALK PANELS IS ACCEPTABLE. IN AREAS WHERE -MAXIMUM LENG774 OF CONDUIT BETWEEN PULL BOXES THERE IS NO SIDEWALK, CONDUIT SHALL BE PLACED WITHIN 5.5 FEET OF THE BACK SHALL NOT EXCEED 400 FEET OF CURB. OP770NALLY, CONDUIT MAY BE PLACED ALONG LIP OF UTTER WIN ROCK SAW � CONDUIT L BE BROUGHT INTO PULL BOXES OPERATION PROVIDED 774E TOTAL ANGULAR BE D BETWEEN PULLBOXES DOES NOT I CONDUCTOR CO SCHEDULE PARALLEL TO EXIS77NG SURFACE (HORIZONTAL). 1BO*. THE PULLBOXES ALL BE PLAEENDSHANDIND HOF URB AND COR OQROEESS/0749` �? �p,MES Stq'P� Fye, CONDUIT SIZE 2 2 2 2 2 2 2 2 2 F6-1. THE TOTAL ANGULAR BEND OF CONDUIT BETWEEN 7HEEXCEED SIDEWALK AREA REGARDLESS CONDUIT 7RENCHES SHALL BE PAVED BACK TO C17Y ST PLACEMENT NDARDS I �, �Q y `f) �3 AAA PULLBOXES SHALL- NOT EXCEED 180 DEGREES ! t CONDUCTOR RUN L� E� REGI S TERED CI VI L ENGI NEER o C 57651 �i 12 SMFO m7 IF CON7RACTOR REMOVES EXIS77NG HANDICAP RAMP DURING M14 INSTALL AND CONNECT INTERCONNECT CONDUIT AND CABLES * Exp. 12-31-09 8 SMFO 1 1 1 1 1 1 1 1 WNSTRUC770N OPERATIONS, THE RAMP SHALL BE REPLACEDTHROUGH SIDE OF CONTROLLER CABINET USING EX7ERNAL ��q o CONDUIT N N N N N N N WITH A NEW RAMP MEE77NG CURRENT ADA SPECIFICA TONS. 'LB' CONNECTOR CITY OF BAKERSFIELD 1501 TRUX TUN AVENUE TF CI'vi -- N (NEW), E (EXISTING), N/E (NEIN & EXISTING) 3` �' BAKERSFIELD, CA 93301 OF CALVI / t File Nome: Coffee -Ho emonv ve I Drown: MDF TRAFFIC SIGNAL INTERCONNECT - PART ? SHEET 740. f FBAKE S I LD PUBLIC WORKS DEPARTMENT Job No.: T9K101 Engineer JCU4 'Date: MARCH, 2,009 Checked By. RS COFFEE ROAD BETWEEN HAGEMAN RD. TO OLIVE OR. 6 OF 10 I 0 1 2 1 / teY" r r� pp p p p p P --- - p P P p p P __ _ �• _ _ - p - ---- p p p p p -- -- ----- p p p— P P - €' -- - P P p -- p_ _ _ _ p p- r r - p p_ _ p p n__p _ p _p p _ p _p __._p r p__ __ _ pp_ _ p-- _ p 1= _ - p - __p p __ _p� p _ __ _.. _ p _. p - p - - p p - p --- -- p P _ p p p p _ p _ p __ _ ' _ _ - _ _ p p _ p p � w _ _ _ p _ _ __-____ ._ p _ __ . _-� - _ __ — - - + ED 00 43+00 44+00 LLJ Ljj W Z TVq�"' �s=:c.—.._.,rlea�•—..•.. _ — _ — — v " e< _ _ _ tq. / r hr COFFEE ROAD L REPLACE EXISTING p p p p - P p P P - p p _-- _ p _ _ P _ _ _ p _ _ p p -- --- p - p _ p _�_ ...1 _ I -u p _w _____ p _ ._.__CHRIS�Y H2O BOX 7�{ - _ -p- p p__ p p p._ -� - -r- QJ 77777=- _ 1t li v -7 U v c c CONDUCTOR SCHEDULE CONDUIT SIZE 2" 2" 2" 2" 2" 2" � CONDUCTOR RUN A©© AA 12 SMFO 1 UI 48 SMFO 1 1 1 1 1 CONDUIT N N N N N E IN (NEVI), E (EXISTING) 46+00 48+00 9+00 `50+00 W cj� w \ i nt E COFFEE- ROAD �I J C) NOTES: fl INSTALL PULL BOX (NO. 5) WITH EXTENSION. ® INSTALL NEW CONDUIT INTO EXISTING PULLBOX 0 CONTRACTOR WILL FURNISH AND INSTALL MODEMS F91 INSTALL CHRISTY H2O TRAFFIC BOX (MODEL 30 8) WITH EXTENSION. AS REQUIRED IN THE PROJECT SPECIFICA77ONS CONDUIT AND PULL BOXES SHALL BE INSTALLS AS SHOWN ON THE PLANS. IN ALL CONTROLLER CABINETS 10 NO PULL BOXES SHALL BE INSTALLED IN DRIVE APPROACHES n3 CONNECT INTERCONNECT CABLES TO TERMINAL BLOCK 11 ALL 4" CONDUIT SHALL BE MULTI -DUCT, UNLE S OTHERWISE SPECIFIED. T9-1 ON SIDE PANEL NO 4 OF THE CONTROLLER CABINET AT -EACH END OF RUN PER INTERCONNECT DETAIL. Q THE MINIMUM BEND RADIUS SHALL BE 48'0 FOR CONDUIT. TERMINAL BLOCKS NOT EXIS77NG IN OLDER 332 CABINETS SHALL BE SUPPLIED BY THE CONTRACTOR. INSTALL C2 13 CONDUIT SHALL BE INSTALLED WI THIN SIDEWALK AREAS. , SIDEWALK SHALL BE CABLE AND SURGE SUPPRESSOR (EDCO PC642C-015D) REPLACED TO THE NEAREST WEAKENED PLANE OR EXPANSION JOINT BEYOND 7HE AREA DAMAGED BY TRENCHING OPERA77ON BORING UNDER SIDEWALK BETWEEN AS SHOWN IN DETAIL. ONE OR MORE SEGMENTS OF SIDEWALK PANELS IS ACCEPTABLE. IN AREAS WHERE NO SIDEWALK, CONDUIT'SHALL BE P EC CED WITHIN 5.5 FEET OF 7HE BACK MAXIMUM LENGTH OF CONDUIT BETWEEN PULL BOXES 0 �B SHALL NOT EXCEED 400 FEET OPTIONALLY, CONDUIT MAY BE PLACED ALONG IP OF GUT7ER WITH ROCK SAW D CONDUIT SHALL BE BROUGHT INTO PULL BOXES OPERATION PROVIDED THE TOTAL ANGULAR BED BETWEEN PULLBOXES DOES NOT PARALLEL TO THE EXIS77NO SURFACE (HORIZONTAL). EXCEED 180. THE PULLBOXES SHALL BE PLACED BEHIND CURB AND WITHIN THE SIDEWALK AREA REGARDLESS OF CONDUIT BENDS, AND OR PLACEMENT. © 77-/E TOTAL ANGULAR BEND OF CONDUIT BETWEEN TRENCHES SHALL BE PAVED BACK TO CITY ST NDARDS PULLBOXES SHALL NOT EXCEED 180 DEGREES. 0 IF CONTRACTOR REMOVES EXIS77NG HANDICAP RAMP DURING 14 INSTALL AND CONNECT INTERCONNECT CONDUIT AND CABLES - GONS7RUC77ON OPERATIONS, THE RAMP SHALL BE REPLACED THROUGH SIDE OF CONTROLLER CABINET USING EXTERNAL WITH A NEW RAMP MEE77NG CURRENT ADA SPECIFICATIONS 'LB' CONNECTOR. C/TY OBAKERSFIELD , CALIFORNIA rDate. e Name. Coffee�la eman i►�e Drown: MDF PUBLIC FORKS DEPARTMENT b No.: T9K101 Engineer.• JCU MARCH, 2009 Checked By. RS SCALE: 1 "- 40' O QRpfESSION9l SPMES ST���G�y� REGISTERED CIVIL ENGINEER C 57651 * Exp. 12-31-09 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE '9T4Z 3 ) `� Ad7 BAKERSFIELD, CA 93301 OF CA1.�F TRAFFIC SIGNAL INTERCONNECT - PART 7 SHEET NO. COFFEE ROAD BETWEEN HAGEMAN RD. TO OLIVE OR 7 OF 10 m W W W W W W W W G G G G G 13+00 14+00 —SD--. SD- 15—+00 —SD --SD 16+00 S02 -SD-__/17+�-"_o --T .s W - — — — — ----- — -- — — — — — — — — — — — — — — — — — — -- — — ----- — — — — — — — --- --- — p 7_7 W __ - G p I INSTALL TWO PARALLEL, 2 CONDUIT S 5 FOR CONDUIT RUNS 14 AND #5 MING if , A VELI UE , ,! ;� � ,, t m ��� jjjj\v-\ _0 Vvv III Jill 8 9 N G Q) W W W W W W W W W W W W W W W W W W W --- W w,---- W - W W W W W W ---T--- W W W W, W W --- W W W —23+00 24+00 25+00 W 26+0C_k___ 27+00 28+00 ?9+00 30+00 31+00 32+00 33+00 F-16 i s 34+00 +----------- 7 LLJ _Ij Lu p p P p p p p p P p p p p p p p p p p P p p G G 41 G G f, G G G — — --- — — — — — — —z Z_ N MING --A VENUE, - ; ; {� � �� LQ if r NOTES: M INSTALL PULL 'BOX (NO. 5) WITH EXTENSION. F8_1 INSTALL NEW CONDUIT INTO EXISTING PULLBOX F91 INSTALL CHRISTY H2O TRAFFIC BOX (MODEL 3048) W77-1 EXTENSION. F21 CONTRACTOR WILL FURNISH AND INSTALL MODEMS c A Q AS REOUIRED IN 77 -IE PROJECT SPECIFICA 77ONS IN ALL CONTTOLLER CABINETS. r, O� CONDUIT AND PULL BOXES SHALL BE INSTALLED AS SHOWN ON THE PLANS. NO PULL BOXES SHALL BE INSTALLED IN DRIVE APPROACHES. -7 CONNECT IN7ERCONNECT CABLES TO TERMINAL BLOCK F1 �1 ALL 4" CONDUIT SHALL BE MUL77-DUCT, UNLESS OTHERWISE SPECIFIED. F3 + T8-1 ON SIDE PANEL- Na 4 OF THE CONTROLLER CABINET AT EACH END OF RUN PER IN 7ERCONNEC T DETAIL. %,� 1 rl'2 THE MINIMUM BEND RADIUS SHALL BE 481 N_ m m 0 FOR CONDUIT en 7ERMINAL BLOCKS NOT EXIS77NG IN OLDER 332 CABINETS SHALL BE SUPPLIED, BY THE CON7RACTOR. INSTALL C2 CONDUIT SHALL BE INSTALLED WITHIN SIDEWALK AREAS. SIDEWALK SHALL BE 14 CL 35+00 36+001 37+00 38+00 39+00 cj� Cy) EDCO PC642C-01,5D) s g CABLE AND SURGE SUPPRESSOR REPLACED TO INE NEAREST WEAKENED PLANE OR EXPANSION JOINT BEYOND THE AREA DAMAGED BY TRENCHING OPERA 770N. BORING UNDER SIDEWALK BETWEEN Q) AS SHOWN IN DETAIL. ONE OR MORE SEGMENTS OF SIDEWALK PANELS IS ACCEPTABLE. IN AREAS WHERE co, . Q) n4 MAXIMUM LENGTH OF CONDUIT BETWEEN PULL BOXES THERE IS NO SIDEWALK, CONDUIT SHALL BE PLACED WITHIN 5.5 FEET OF THE BACK 411 SHALL NOT EXCEED 400 FEET OF CURB. W W ­­-- W W W ____ W W Ip p _�_ P p W p __ p Rr— p OP774NALLY, CONDUIT MAY BE PLACED ALONG LIP OF GUTTER WITH ROCK SAW (3 G C3 G Q F-51 CONDUIT SHALL BE BROUGHT INTO PULL BOXES OPERA77ON PROVIDED THE TOTAL ANGULAR BEND BETWEEN PULLBOXES DOES NOT PARALLEL TO THE EXIS77NG SURFACE (HORIZONTAL). EXCEED 1.60*. 7HE PULLBOXES SHALL BE PLACED BEHIND CURB AND WI THIN THE SIDEWALK AREA REGARDLESS OF CONDUIT BENDS, AND OR PLACEMENT m THE TOTAL ANGULAR BEND OF CONDUIT BETWEEN 7RENCHES SHALL BE PAVED BACK TO CITY STANDARDS PULLBOXES SHALL NOT EXCEED 180 DEGREES. ❑ IF CONTRACTOR REMOVES EXIS77NG HANDICAP RAMP DURING M14 INSTALL AND CONNECT INTERCONNECT CONDUIT AND CABLES MING A VENUE SCALE: 1"-400 tONS7RUC770N OPERATIONS, THE RAMP SHALL BE REPLACED THROUGH SIDE OF CONTROLLER CABINET USING EX7ERNAL f WITH A NEW RAMP MEE77NG CURRENT ADA SPECIFICATIONS 'LB* CONNECTOR. Q) ESS/ S CONDUCTOR CH DU 11:� SoES 41 P, 1/ CONDUITS12E 2" 2" 2 2" 2" 2" 12" 2 2" 2" 2" 2" 2" 2" Rs� V co CONDUCTOR RUN AA2A3 AA5 -A6-,& AQ REGISTERED CIVIL ENGINEER C 57651 rn 19 AWG 12 PAIR 1 1- 1 2 2 2 1 1 1 1 1 1 1 1 .0 Exp.12-31-09 T CONDUIT N N N 1 N1 E N N N N N E Cl TY OF BAKERSFIELD IVI (NEW) E (EXISTING), N/E (NEW, & EXISTING) 1501 TRUX TUN AVENUE BAKERSFIELD, CA 93301 OFCA%,\F CRY OF BAKERSFIELD CA L IFORNIA I PUBLIC WORKS DEPARTMENT ,-Name. A6 dwg ) No.: T9KI01 te. MARCH, 2009 Drawn: MOF TRAFFIC SIGNAL INTERCONNECT - PART 7 SHEET NO. neer: JCU ,ked BY. RS MING AVENUE BETWEEN H STREET AND P STREET 8 OF 10 2 Q) G c A.— W W W W W W W 21+00 22+00 W pp lit A, INSTALL TWO PARALLEL, 2 CONDUIT S 5 FOR CONDUIT RUNS 14 AND #5 MING if , A VELI UE , ,! ;� � ,, t m ��� jjjj\v-\ _0 Vvv III Jill 8 9 N G Q) W W W W W W W W W W W W W W W W W W W --- W w,---- W - W W W W W W ---T--- W W W W, W W --- W W W —23+00 24+00 25+00 W 26+0C_k___ 27+00 28+00 ?9+00 30+00 31+00 32+00 33+00 F-16 i s 34+00 +----------- 7 LLJ _Ij Lu p p P p p p p p P p p p p p p p p p p P p p G G 41 G G f, G G G — — --- — — — — — — —z Z_ N MING --A VENUE, - ; ; {� � �� LQ if r NOTES: M INSTALL PULL 'BOX (NO. 5) WITH EXTENSION. F8_1 INSTALL NEW CONDUIT INTO EXISTING PULLBOX F91 INSTALL CHRISTY H2O TRAFFIC BOX (MODEL 3048) W77-1 EXTENSION. F21 CONTRACTOR WILL FURNISH AND INSTALL MODEMS c A Q AS REOUIRED IN 77 -IE PROJECT SPECIFICA 77ONS IN ALL CONTTOLLER CABINETS. r, O� CONDUIT AND PULL BOXES SHALL BE INSTALLED AS SHOWN ON THE PLANS. NO PULL BOXES SHALL BE INSTALLED IN DRIVE APPROACHES. -7 CONNECT IN7ERCONNECT CABLES TO TERMINAL BLOCK F1 �1 ALL 4" CONDUIT SHALL BE MUL77-DUCT, UNLESS OTHERWISE SPECIFIED. F3 + T8-1 ON SIDE PANEL- Na 4 OF THE CONTROLLER CABINET AT EACH END OF RUN PER IN 7ERCONNEC T DETAIL. %,� 1 rl'2 THE MINIMUM BEND RADIUS SHALL BE 481 N_ m m 0 FOR CONDUIT en 7ERMINAL BLOCKS NOT EXIS77NG IN OLDER 332 CABINETS SHALL BE SUPPLIED, BY THE CON7RACTOR. INSTALL C2 CONDUIT SHALL BE INSTALLED WITHIN SIDEWALK AREAS. SIDEWALK SHALL BE 14 CL 35+00 36+001 37+00 38+00 39+00 cj� Cy) EDCO PC642C-01,5D) s g CABLE AND SURGE SUPPRESSOR REPLACED TO INE NEAREST WEAKENED PLANE OR EXPANSION JOINT BEYOND THE AREA DAMAGED BY TRENCHING OPERA 770N. BORING UNDER SIDEWALK BETWEEN Q) AS SHOWN IN DETAIL. ONE OR MORE SEGMENTS OF SIDEWALK PANELS IS ACCEPTABLE. IN AREAS WHERE co, . Q) n4 MAXIMUM LENGTH OF CONDUIT BETWEEN PULL BOXES THERE IS NO SIDEWALK, CONDUIT SHALL BE PLACED WITHIN 5.5 FEET OF THE BACK 411 SHALL NOT EXCEED 400 FEET OF CURB. W W ­­-- W W W ____ W W Ip p _�_ P p W p __ p Rr— p OP774NALLY, CONDUIT MAY BE PLACED ALONG LIP OF GUTTER WITH ROCK SAW (3 G C3 G Q F-51 CONDUIT SHALL BE BROUGHT INTO PULL BOXES OPERA77ON PROVIDED THE TOTAL ANGULAR BEND BETWEEN PULLBOXES DOES NOT PARALLEL TO THE EXIS77NG SURFACE (HORIZONTAL). EXCEED 1.60*. 7HE PULLBOXES SHALL BE PLACED BEHIND CURB AND WI THIN THE SIDEWALK AREA REGARDLESS OF CONDUIT BENDS, AND OR PLACEMENT m THE TOTAL ANGULAR BEND OF CONDUIT BETWEEN 7RENCHES SHALL BE PAVED BACK TO CITY STANDARDS PULLBOXES SHALL NOT EXCEED 180 DEGREES. ❑ IF CONTRACTOR REMOVES EXIS77NG HANDICAP RAMP DURING M14 INSTALL AND CONNECT INTERCONNECT CONDUIT AND CABLES MING A VENUE SCALE: 1"-400 tONS7RUC770N OPERATIONS, THE RAMP SHALL BE REPLACED THROUGH SIDE OF CONTROLLER CABINET USING EX7ERNAL f WITH A NEW RAMP MEE77NG CURRENT ADA SPECIFICATIONS 'LB* CONNECTOR. Q) ESS/ S CONDUCTOR CH DU 11:� SoES 41 P, 1/ CONDUITS12E 2" 2" 2 2" 2" 2" 12" 2 2" 2" 2" 2" 2" 2" Rs� V co CONDUCTOR RUN AA2A3 AA5 -A6-,& AQ REGISTERED CIVIL ENGINEER C 57651 rn 19 AWG 12 PAIR 1 1- 1 2 2 2 1 1 1 1 1 1 1 1 .0 Exp.12-31-09 T CONDUIT N N N 1 N1 E N N N N N E Cl TY OF BAKERSFIELD IVI (NEW) E (EXISTING), N/E (NEW, & EXISTING) 1501 TRUX TUN AVENUE BAKERSFIELD, CA 93301 OFCA%,\F CRY OF BAKERSFIELD CA L IFORNIA I PUBLIC WORKS DEPARTMENT ,-Name. A6 dwg ) No.: T9KI01 te. MARCH, 2009 Drawn: MOF TRAFFIC SIGNAL INTERCONNECT - PART 7 SHEET NO. neer: JCU ,ked BY. RS MING AVENUE BETWEEN H STREET AND P STREET 8 OF 10 2 C 0 - p__ P /4\ ------------------- __ —_ ___ �_ _ _ _ _ _ Q _ — __ __ _ _ _ - __ __ __ _ _� _ _ __ _ _._� _ __ _. __ __ _ _ ___ _ _. __ — __ _ _ _ - __ _ _ ___ _ _ _ _ _ w _ _ 17f o -- - Lr) + 0 2+00 13+00 14+00 15+00 16+00 - - 17+00 18+00 19+00 210+00 21+00 22+00 4- j - p LLJ P __ p p p P_ P P p p p p p p p p p p C 4- w — -------- w -_ w C w W w w w - C C C C C WIBL_ E ROAD 10 6 7 ------------- (zi Lo Ffl mi 23+00 - 24+00 I 25+00 26+00 00 — I —+1 28+00 29+00 30+00 31+00 32+00 33+00+_ —1 — - — — — — 34+00 4 - LQ d p p d d Lo p SD Ltj P d p P P p - P p P" p W_ W W w w C w w ___ C'_ C W V'V W w W w w C w C C — L____ w w k' C w - v N'\\1!j C C C ! IBL_E ROAD' Co j _ sit H o I H NOTES: Fl -1 INSTALL PULL BOX (NO. 5) WITH EX7ENSION, F8Tll INSTALL NEW CONDUIT INTO EXIS77NG PULLBOX CONTRACTOR WILL FURNISH AND INSTALL MODEMS ®INSTALL CHRISTY H2O TRAFFIC BOX (MODEL 3 48) WITH EXTENSION. Q) AS REQUIRED IN THE PROJECT SPECIFICATIONS CONDUIT AND PULL BOXES SHALL BE INSTALL D AS SHOWN ON 77 -IE PLANS. IN ALL CONTROLLER CABINETS. NO PULL BOXES SHALL BE INSTALLED IN DRI APPROACHES. CONNECT IN7ERCONNECT CABLES T0.7ERMINAL BLOCK 11 ALL 4" CONDUIT SHALL BE MUL77-DUCT, UNLE5S 077-IERWSE SPECIFIED. T3-1 ON SIDE PANEL NO. 4 OF THE CONTROLLER CABINET AT EACH END OF RUN PER INTERCONNECT DETAIL. 12 7HE MINIMUM BEND RADIUS SHALL BE 48-0 FOR CONDUIT 7ERMINAL BLOCKS NOT EXIS77NG IN OLDER 3J2 CABINETS SHALL BE SUPPLIED BY THE CON7RACTOR. INSTALL C2 13 CONDUIT SHALL BE INSTALLED WITHIN SIDEWAL < AREAS. SIDEWALK SHALL BE CABLE AND SURGE SUPPRESSOR (EDC0 PC642C-015D) REPLACED TO THE NEAREST WEAKENED PLANE OR EXPANSION JOINT BEYOND THE AREA DAMAGED BY 7RENCHING OPERA770N. BORING UNDER SIDEWALK BETWEEN AS SHOWN IN DETAIL. ONE OR MORE SEGMENTS OF SIDEWALK PANELS IS ACCEPTABLE. IN AREAS WHERE SCALE: 1"_40$ MAXIMUM LENGTH OF CONDUIT BETWEEN PULL BOXES THERE IS NO SIDEWALK, CONDUIT SHALL BE PLACED W77 -11N 5.5 FEET OF THE BACK OF CURB. - SHALL NOT EXCEED 400 FEET OP77ONALLY, CONDUIT MAY BE PLACED, ALONG LIP OF GUTTER WITH ROCK SAW CONDUCTOR SCHEDULE 0 PARALLEL CONDUIT SHATOLL THE EXIS77NG SURFACE BE BROUGHT INTO PULL(HORIZONTAL). BOXES OPERA77ON PRO WDED THE TOTAL ANGULAR BEND BETWEEN PULLBOXES DOES NOT FESS io* EXCEED 180* THE PULLBOXES SHALL BE PLACED BEHIND CURB AND W774IN ��.OES 7HE SIDEWALK AREA REGARDLESS OF CONDUIT BENDS, AND OR PLACEMENT I-- CONDUCTOR RUN & /3\ CONDUIT SIZE 2' 2 2" 2" 2" 2" 2" F-61 PULLBOXES SHALL NOT EXCEED 180 DEGREES. 7HE TOTAL ANGULAR BEND OF CONDUIT BETWEEN TRENCHES SHALL BE PAVED BACK TO CITY STANDARDS A2A uj REGISTERED CIVIL ENGINEER C 57651 19 AWG 12 PAIR 1 1 1 1 1 1 1 IF CONTRACTOR REMOVES EXISTING HANDICAP RAMP DURINGT AND CABLES 12-31-0 F1 4� INSTALL AND CONNECT IN7ERCONNECT CONDUI S E Exp. 12-31-09 OPERATFONS, THE RAMP SHALL BE REPLACED 7HROUGH SIDE OF CON7ROLLER CABINET USING EX7ERNAL ICONDUIT E N N N N N N WITH A NEW RAMP MEE77NG CURRENT ADA SPECIFICATIONS. 'LB' CONNECTOR. CITY OF BAKERSFIELD (NEW), E (EXISTING), N/E (NEW & EXISTING) 1501 TRUXTUN AVENUE CIVI 3. BAKERSFIELD, CA 9,3301 or C F4*e Name.- Iffible-Haffl0hite Drawn: MDF I CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9K1 01 En gin e JCU TRAFFIC SIGNAL INTERCONNECT PART 7 SHEET NO. CITY %tow.)1=,_F?_A_KERt9F15L0 C q I I- . a. MARCH, 2009 Checked By. RS VV1=FL-= r1L.'AL7 BETWEEN VV=t=IV "ArftflZ$ H(-AAU AIVU Wtlf It= LAIVLZ Y Uf 7 0 T p �31 LIJ V) p \A 5_1 • ; 35+00 36+0 6 C -r— 37+00 0 4 - INSTALL TWO PARALLEL, 2" CONDUITS A Lu FOR CONDUIT RUN #9� - p : p p G U� W W vq c c c Ao- ti ot 6A 38+00 3 on G p p p p G ----- NtsT + 40+00 41+00 42+001 43+00 44+00 45+00 46+00 + p G' p p W _ G G G W Lf� W_Av Lu p p p p p Z < K/ Nil, " N I i I I Li OF fit �j 1 1 1 if WIBLE ROAD 0 ill,, lei 70 m . . .. .. . . .. 4 Lo Lo - (Z) G G G T G + G G c (o - I i--- G m=,;; + G G G G G L0 47+00 1 48+00 49+00 50+00 1 51+00 52+00 53+00 54+00 55+00 56+00 — — --------- - - --------- 57+00 s s s 58+00 '_11 s s s s + p p (IS P P W W _T_ W 4 P- - W W W p p P W W W W W W, W W W P p p -_ \ I - — p ----------- 7- X, p p LLJ p p p p a� M p G G _ I --- __4_ G F p C, G ;1Z11 G L _- - - __.____ __ UF _- _ _ j { '��, , _ E ROAD ",e ,y YA NOTES. _�f:� A 8 C M8 INSTALL NEW CONDUIT INTO EXISTING PULLBOX INSTALL PUL F-1 L BOX (NO. 5) WITH EXTENSION. M9 INSTALL CHRISTY H2O TRAFFIC BOX (MODEL 3048) W77-1 EXTENSION. Ql) ''Apol W M2 CONTRACTOR WILL FURNISH AND INSTALL MODEMS AS REQUIRED IN THE PROJECT SPECIFICA TIONS rj­o� CONDUIT AND PULL BOXES SHALL BE INSTALLED AS SHOWN ON THE PLANS. IN ALL CONTROLLER CABINETS. NO PULL BOXES SHALL BE INSTALLED IN DRIVE APPROACHES. G G abL0 7 F3_1 CONNECT- INTERCONNECT CABLES TO TERMINAL BLOCK 111 ALL 4" CONDUIT SHALL BE MUL77-DUCT UNLESS OTHERWISE SPECIFIED. 7B-1 ON SIDE PANEL NO. 4 OF THE CON TROLLER THE MINIMUM BEND RADIUS SHALL CABINET AT EACH END OF RUN PER IN TERCONNEC T DETAIL. F12� BE 4810 FOR CONDUIT. 59+00 60-+00 �1+00 <y s s 63+00 64+00 TERMINAL BLOCKS NOT-EXIS7ING IN OLDER JJ2 CABINETS + SHALL BE SUPPLIED BY 774E CONTRACTOR. INSTALL C2 Fl"3� CONDUIT SHALL BE INSTALLED W77-IIN SIDEWALK AREAS. SIDEWALK SHALL BE REPLACED TO 77 -IE NEAREST WEAKENED PLANE OR EXPANSION JOINT BEYOND 0) CABLE AND SURGE SUPPRESSOR (EDC O PC642C-015D) W:;,-- W —i_ W W W W W W W -4 THE AREA DAMAGED BY TRENCHING OPERATION. BORING UNDER SIDEWALK BETWEEN W_ Q) AS SHOWN IN DETAIL. ONE OR MORE SEGMENTS OF SIDEWALK PANELS IS ACCEPTABLE. IN AREAS WHERE G G, /C; 7� p p p p Q) THERE IS NO SIDEWALK, CONDUIT SHALL BE PLACED WITHIN 5.5 FEET OF THE BACK Z pG__ G p t P F-41 MAXIMUM LENGTH OF CONDUIT BETWEEN PULL BOXES d SHALL NOT EXCEED 400 FEET OF CURB. OPTIONALLY CONDUIT MAY BE PLACED ALONG LIP OF GUTTER WITH ROCK SAW CONDUIT SHALL BE BROUGHT INTO PULL BOXES OPERATION PRO DED THE TOTAL ANGULAR BEND BETWEEN PULL60XES DOES NOT PARALLEL TO THE EXISTING SURFACE (HORIZONTAL) EXCEED 180*. THE PULLBOXES SHALL BE PLACED BEHIND CURB AND WITHIN THE SIDEWALK AREA REGARDLESS OF CONDUIT SENDS, AND OR PLACEMENT THE TOTAL ANGULAR BEND OF CONDUIT BETWEEN TRENCHES SHALL BE PAVED BACK TO CITY STANDARDS -0 -Z, # E �# PULLBOXES SHALL NOT EXCEED 180 -DEGREES, VVIBLE ROAD' IF CONTRACTOR REMOVES EXISTING HANDICAP RAMP DURING F1❑4� INSTALL AND CONNECT INTERCONNECT CONDUIT AND CABLES F7 WNS7RUC770N OPERA TIONS, THE RAMP SHALL BE REPLACED THROUGH SIDE OF CONTROLLER CABINET USING EXTERNAL WITH A NEW RAMP MEE77NG CURRENT ADA SPECIF7CA TONS. 18' CONNECTOR. ?qoFESS/o* CONDUCTOR SCHEDULE S�.OES e ti P, A- oo� -A NQUIT SIZE 2" 2" 1 2" 2" 2" 2" 2" 1 2" 2 2" 1 2 C.5 Q� -REGIS L" C 57651 rn CONDUCTOR RUN A AAAAA TERED CIVIL ENGINEER Ag A A 19 AWG 12 PAIR 1 2 2 1 1 1 1 1 1 1 1 Exp. 12-31-09 o CONDUIT N N E N I N I IN I N N N N E_ N (NEW), E (EXISTING), N/E (NEW & EXISTING) SCALE., 1"-40 rile Name: Nible-HatrisIR C/Ty nj= BAKR FELD-- AL eIFORNIA PUBLIC WORKS DEPARTMENT JobNo.: T9K101 %Nor# Date: MARCH, 2009 Gi vr OF BAXERSFIELD Ivi 1, 01 TRUXTUN A VENUE IELD, CA 93301 Drawn: MDF ``Fo�� BAKERSF SHEET NO. TRAFFIC SIGNAL INTERCONNECT — PART 7 rr. JCU d BY. RS WIBLE ROAD BETWEEN HARRIS ROAD AND WHITE LANE 10 OF 10 1 2