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HomeMy WebLinkAbout3.2-554LIST OF DRA WINGS SHEE T 1 TITLE SHEET XE SHEE T 2 TRAFFIC SIGNAL, SNOW RD/JEWETTA AVE SHEET 3 SIGNING AND STRIPING PLAN (SNOW RD AT JEWETTA AVE) SHEE T 4 TRAFFIC SIGNAL, SNOW RD/NORRIS RD SHEET 5 SIGNING AND STRIPING PLAN (SNOW RD A T NORRIS/VERDUGO) SHEET 6 IN TERCONNEC T.• (SN 0 W RD: NORRIS RD TO CALL 0 WA Y DR) SHEET 7 INTERCONNECT- (SNOW RD: NORRIS RD TO CALLOWAY DR) SHEE T 8 INTERCONNECT- (CALL O WA Y DR: NORRIS RD TO SNOW RD) SHEET 9 INTERCONNECT- (JEWETTA AVE. OLIVE DR TO SNOW RD) SHEE T 10 INTERCONNECT.- (JEWETTA A VE: OLIVE DR TO SN 0 W RD) CAL TRANS 2010 STANDARD PLANS ES -1 A ES -1 B ES -1 C ES -2C ES -2E ES -3A ES -JC ES- 4A ES -4B ES -4C ES- 4D ES- 4E ES -5A ES -5B ES -5C ES -8 I A20C RSP ES- I OA ES -5D ES- 7B ES- 7E ES- 7F ES- 7G ES- 7M ES- 7N ES -9B ES -11 ES -13A ES -13B A IOD A20A A20B A20D A24A A24B A24C A24D A24E RSP A 88A CITY STANDARDS S- 6, T-20 CONVENTIONAL SYMBOLS EA SEMEN T - - RIGH T- OF- WA Y CEN TERLINE RAILROAD TRACKS x CHAIN LINK FENCE JEWETTA AVE & SNOW RD A T NORRIS RD FEDERAL PROJECT NO CML - 5709(277) ------- EXIST CURB &GUTTER ------------- EXIST A.C. FLOWLINE EXIST EDGE OF PA VEMEN T GUARD RAIL IMPRO VEMEN TS UTILITY SYMBOLS W EXIST WA TER LINE S EXIST SEWER LINE G EXIST GAS LINE SD EXIST STORM DRAIN OH EXIST AERIAL E EXIST UNDERGROUND LINES POWER LINE TV EXIS T UNDERGROUND T EXIS T UNDERGROUND TV CABLES PHONE L INE 1-01 MANHOLE P.P. f POWER POLE ® EXISTING MONUMENT Q FUTURE MONUMENT S.L. XE STREET LIGHT • C.O. STREET LIGHT W/M� STREET LIGHT W/MAST ARM CLEAN OUT CLEAN OUT RADIO ANTENNA RAD/0 ANTENNA a FIRE H YDRAN T WATER El METER WATER VALVE GAS METER GAS VALVE BENCHMARK 0 TRAFFIC LOOP TYPE D OTRAFFIC LOOP TYPE E VEHICLE DE TEC TION CAMERA TIMFFIC SIGNAL, LIGHTING, &SYNC SYSTEM ON SNOW RDA T PRE-EMPTION DEVICE LOCATION MAP NOT TO SCALE FINAL PAY QUANTITIES REMOVE TRAFFIC STRIPES AND PAVEMENT MARKINGS 2,495 SF THERMOPLASTIC PAVEMENT MARKINGS (WHITE) 1080 SF DETAIL 278, (THERMOPLASTIC) 125 LF DETAIL 27C, (THERMOPLASTIC) 340 LF DETAIL 28, (THERMOPLASTIC) 32 LF G:\ENG\SHARED\PROJECTS\2014-2015\14-15 CMAQ\T5K208 PRELIM SURVEY BASE DWG.DWG Job No.: T4K208 m SACRAMENTO (01K�� O7 MAA • ;SAN FRANCISCO FRESNO LOS ANGELES SAN DIEGO STATE OF CALIFORNIA NO TE. - THE E: THE CON TRA C TOR MUST POSSESS THE FOL L 0 WING VA L /D LICENSES. CL,4,�"S �4 or C— /0 NO TE. - THE E: THE CON TRA C TOR SHALL CONTACT THE USA L OCA TOR SERVICE 1-800-642-2444, 48 HOURS PRIOR TO EXCA VA TION. QRpFESS/ONq I NGN � F'G � C 80507 � * Exp. 3-31-17 * Jj9TF C�VIL�P OF CA�-\ APPl40VEV B Y_ NICOLAS FIDLER, R.C.E. 61069, EXPIRES 12-31-16 DATE PUBLIC WORKS DIRECTOR APPROVAL RECOMMENDED BY: �SSISTANT PUBLIC WORKS DI AOR DATE r NGINEERING Ss4iz "-14*' 1 Ile/tglaoelplo? - k -RAI Af, C/ / Y RECORD NO. TRAFFIC EN EERI � ,S'f TRAFFIC SIGNAL, LIGHTING, S YNCHRONIZA TION on Snow Rd at Jewetta Ave & on Snow Rd at Norris Rd -51317-67L DATE DATE NO OF 10 SHEETS 2 L0 O190. d' N Z V CL Q Z 06 W Q Q WMWA 06 0 0 z Zrom 0 Z J J Q Zrm U 06 J Z U CONSTRUCT/ON NOTES: 1® Contractor shall install City furnished Type 170e Controller and 332 cabinet assembly. Service shall be 120V1240V Type 111 -BF, furnished and installed by the Contractor. Pull box in front of Controller shall be 16. Pull box adjacent to PG&E electrical service point shall be PG&E 104-0936. D Contractor shall install conduit from electrical service point PG&E #04-0936 pull box to Type 111 -BF service pedestal. All other pull boxes shall be 15 unless otherwise noted. 3 All new signal indications shall be 12 inch Red, Green, and Yellow "LED" modules per special provisions. 4 Al/ pedestrian indication modules shall be new "CPS LED" "Upraised Hand," and "Walking Person" combo, International Symbol Pedestrian Change Interval Countdown Display Type as detailed in the special provisions. ®5 Contractor shall furnish and install a cutoff LED Type Ill distribution lighting fixture on polesqualified for O, ©, & roadway usage. Light output from the new fixture shall be equivalent in both pattern and spread as a 20 W HPF cobra head luminaire. Al/ warranty periods noted in the City street light specifications shall apply, per the City of Bakersfield, Public Works Department, LED street lighting specifications, dated June 1 2015, or latest edition. © Install pull ropes from the controller cabinet internally to al✓ poles that have a luminaire arm; poles A, B, D, & F. The pull rope shall be nylon or polypropylene with a minimum tensile strength of 1250 pounds. The pull rope shall be doubled back at least 2 feet at each end. I7 Locations of the standards 'shall be 4' minimum between face of the pole and the flowline, or as directed by the City Traffic Engineer at the site. ® Contractor shall install four (4) City -furnished emergency preemption devices (EVP). The Contractor shall furnish and install cables and mounting hardware (Pe/co AB -121). One phase selector unit will be installed in the cabinet by the City. Exact hardware mounting placement shall be determined by the City Traffic Engineer in the field. The Contractor shall provide a qualified on site EVP Technician 48 hours prior to activating signal per brand provided and specifications. ®9 Contractor shall install City supplied overhead most arm street name signs, and supply and install all other most arm mounted signs indicated. EDContractor shall install roadside signs per special provisions. Contractor shall remove roadside signs and remove and rep/ace sign panels per special provisions and where shown on the plans. See Striping Plan Sheet No 3. 11 Loops shall be centered in their respective lanes and as directed by the Engineer at the site. Type E loops shall be 6' diameter. Type D Loops shall be 6x6' Detector loops and lead-in cables within 8 feet of the curb flowline shall be a minimum of 1.5 inches below the surface of the paving. 12 Contractor shall remove & salvage and deliver existing street lights to Wastewater Plant 12. Coordinate with the installotion of new signal luminaires. Q Disconnect and abandon service conduit per May 2010 ColTrons State Standard Specifications, Section 86-7. r,x-� 13 The Contractor shall Install (1) City -furnished Autoscope Duo video/radar sensor on signal most arm, cables, mounting hardware, as shown on the p/ans,D F-- in the special provisions. All wiring shall be internal to the poles except for drip loop. Exact hardware mounting placement shall be determined in the Of field by the Traffic Engineer. The Contractor shall provide and compensate a qualified on site authorized technician prior to activating the signal per theI\r om brand provided. ! M // ♦ / ♦ I �w ® ♦ I f' SNOW ROAD R/W t ♦ 1 ......... GENERAL NOTES: 1 ALL UNUSED, SAL VA GED MA TERIAL SHALL B1_-_ DELI VERED, BY THE CONTRACTOR, TO T1 -,E WASTEWA TER PLANT 12 A T MT VEf'NON A VENUE SOUTH OF HIGH WA Y 58. CONTACT THE CIT�I's ELECTRICAL SUPERVISOR, 24 HOURS PRIOR TO DELIVERY AT (661) 326-".315.2. 2 ALL UTIL I TY LOCA TIONS SHOWN ARE APPROXIMA TE ONL Y, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS U T1 I T Y COMPANIES. FINAL RESPONSIBILITY FOR L OCA TING UTIJTIES IN THE FIELD IS THE CONTRACTOR'S Rq SCALE: 7 "=20' Q 8 9 o - N 10,5 V) ' oN 2/2U 214U 214LA `- 405' TO L IMI T LINE 212L (NOT SHOWN IN 214L 214L 13 ACTUAL L OCA TION) 1 0 zf�u -0 -C 12k, ~ _._-_--- 13L 2 R--_�-� - c a� 0 Q CONDUIT SIZE 2" 2" 3" 2" (E) = EXISTING (N) = NEW INTERCONNECT CONDUCTOR RUN DESIGNATION 1 C (N) 2C 3C (N) (N) 4C (N) 48 SMFO (FIBER OPTIC) 7 ST. NAME SIGN SIGNS POLE OR MAST ARM MOUNTED REMARKS 12 SMFO (FIBER OPTIC) 1 1 SV -2- r(c) L- a 8 7 6 ---- ID MAIN CANAL D . 5 c CONDUCTOR SCHEDULE POLE SCHEDULE LOC. STANDARD MASTARM SIGNALS . 2 _ now_ a es an LIGHTING SIGNALS VEHICLE WALK DONT WALK' W -DW 0 PPB ,0' ST. NAME SIGN SIGNS POLE OR MAST ARM MOUNTED REMARKS 029-5-100(s) 15' (s) 50'(S) SV -2- r(c) L- a 1T - I SNOW RD(s) I R73 -2(c 5 6 8 9 © 29-5-100(s) 15'(S) 55'(s) v- t- c MAS(C L9.MN P-1- T(c) m2(c JEWET TA A VE(s) R3 -18(c) 5 61819 © 1 A(s) TV -2- T(c) 02(c O 29-5-100(s) 15'(s 50' s <) MA V -1- (c)) 04(c 02(c SNOW RD(s) 5 6 8 � 9 13 O1A(s) TV -2- T(c) SP -1- T(c) 02(c 04(c (DI 19- 4-100(s) 15' (s) 30' (s) SV -2- T(c) L MAS(c) MA (c SP -1- T(c) 04(c 04(c JEWS T TA A VE(s) 516181911 (,->) C;Ity Supplied, (C) Contractor Supplied —,. -- dooimp en 000, O 1 p ....._.�..._ ..., ..____._.. �._n_�� ......._ m:11FRr �I 16 6J4U 1 rm AN v 1/9u 405' TO LIMIT LINE (NOT SHOWN IN ACTUAL LOCATION) _ �' 12 P.. W 0C1 n 3C CONDUCTOR ®� RUN ••12C • ( _� • CABLE o i • - ©©©============= 0 4 DE TEC TOR i 05DETECTOR ��©moo©��� � - • ■�� • ®mom©D - = :. ..., R Y G G 12* LENSES 4 -Section Heod (MAS -4B) Deta NTS OoFESS/ON S 1 NGN R GISTERED CIVIL ENG/NEER uj C 80507rn * Exp.3-31-17 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE -9T Ctvl\1 BAKERSFIELD, CA 93301 F OF CA��F� No. DA TE - - DESCRIPTION EL&C PZ "94 AAA9 1 05/30/15 Revised with Addendum No. 1 2 / % 4 R W MODIFIED TYPE D OOP DETECTOR TYPE E— 1 LOOP DETECTOR— . ..... ....__ - 10' RIGHT LANE �_o s✓za BICYCLE LANE THRU LANE 10' 15' LEFT TURN LANE 10 10'0-10' STOP BAR/CROSSWALK TYPE D LOOP DETECTOR ®Indicates State Standard notes refer to Cal Trans State Plans page ES -1A, and COB Std T-34. Traffic Signal and Lighting System Installation on Snow Road at Jewetta Avenue 3.a. 5_sv 7TY RECORD No. 0 1 SHEET NO. 2 OF 10 1 12 1 K3 GITY ERSF/EL D, CA L IFORN/A PUBL 1 C WORKS DEPARTMENT . 2 _ now_ a es an _ _Addendrawn: RL T Job No.: T5K208 Engineer. RL T Date: Jun. 30, 16 Checked Byl. . OoFESS/ON S 1 NGN R GISTERED CIVIL ENG/NEER uj C 80507rn * Exp.3-31-17 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE -9T Ctvl\1 BAKERSFIELD, CA 93301 F OF CA��F� No. DA TE - - DESCRIPTION EL&C PZ "94 AAA9 1 05/30/15 Revised with Addendum No. 1 2 / % 4 R W MODIFIED TYPE D OOP DETECTOR TYPE E— 1 LOOP DETECTOR— . ..... ....__ - 10' RIGHT LANE �_o s✓za BICYCLE LANE THRU LANE 10' 15' LEFT TURN LANE 10 10'0-10' STOP BAR/CROSSWALK TYPE D LOOP DETECTOR ®Indicates State Standard notes refer to Cal Trans State Plans page ES -1A, and COB Std T-34. Traffic Signal and Lighting System Installation on Snow Road at Jewetta Avenue 3.a. 5_sv 7TY RECORD No. 0 1 SHEET NO. 2 OF 10 1 12 1 K3 5 -,"IVa I KUC: "UN NOTES 10 Contractor shall install City furnished Type 170e Controller and 332 cabinet assembly. Service shall be 120V1240V Type III -BF, furnished and installed by the Contractor. Pull box in front of Controller shall be 16. Pull box adjacent to PG&E electrical service point shall be PG&E #04-0936. F-2] Contractor shall install conduit from electrical service point PG&E 1104-0936 pull box to Type III -BF service pedestal. All other pull boxes shall be 115 unless otherwise noted. 3 All new signal indications shall be 12 inch Red, Green, and Yellow "LED" modules per special provisions. 4 All pedestrian indication modules shall be new "CPS LED" "Upraised Hand," and "Walking Person" combo, International Symbol Pedestrian Change Interval Countdown Display Type as detailed in the special provisions. r5 Contractor shall furnish and install a cutoff LED Type N distribution lighting fixture on poles O, ©, O & O, qualified for roadway usage. Light output from the new fixture shall be equivalent in both pattern and spread as a 200 W HPS cobra head luminaire. All warranty periods noted in the City street light specifications shall apply, per the City of Bakersfield, Public Works Department, LED street lighting specifications, dated June 1 2015, or latest edition. © Install pull ropes from the controller cabinet internally to all poles that have a luminaire arm; poles A, B, D, & F. The pull rope shall be nylon or polypropylene with a minimum tensile strength of 1250 pounds. The pull rope shall be doubled back at least 2 feet at each end. F7 Locations of the standards shall be 4' minimum between face of the pole and the flowline, or as directed by the City Traffic Engineer at the site. ® Contractor shall install four (4) City -furnished emergency preemption devices (EVP). The Contractor shall furnish and install cables and mounting hardware (Petco AB -121). One phase selector unit will be installed in the cabinet by the City. Exact hardware mounting placement shall be determined by the City Traffic Engineer in the field. The Contractor shall provide a qualified on site EVP Technician 48 hours prior to activating signal per brand provided and specifications. Qg Contractor shall install City supplied overhead mast arm street name signs, and supply and install all other mast arm mounted signs indicated. 10 Contractor shall install roadside signs per special provisions. Contractor shall remove roadside signs and remove and replace sign panels per special provisions and where shown on the plans. See Striping Plan Sheet No J. 11 Loops shall be centered in their respective lanes and as directed by the Engineer at the site. Type E loops shall be 6' diameter. Type D Loops shall be 6x6: Detector loops and lead-in cables within 8 feet of the curb flowline shall be a minimum of 1.5 inches below the surface of the paving. 12 Contractor shall remove & salvage and deliver existing street lights to Wastewater Plant 112. Coordinate with the installation of new signal luminaires. Disconnect and abandon service conduit per May 2010 Cal Trans State Standard Specifications, Section 86-7. Q ` I 13 The Contractor shall Install (1) City -furnished Autoscope Duo video/radar sensor on signal most arm, cables, mounting hardware, as shown on the plans, p Q in the special provisions. All wiring shall be internal to the poles except for drip loop. Exact hardware mounting placement shall be determined in the field by the Traffic Engineer. The Contractor shall provide and compensate a qualified on site authorized technician prior to activating the signal per the F- brand provided. — — — — — — � M ♦� ♦ / e 0 R w SNOW ROAD / LLJ I / / oW -- .............._ a- .............. ` F --------- 9 8 9 `n 105' 2/4UCI\� c0 2/2U 2/4(J� o _ `N 405' TO L 1 T LINE ; r6 212E (NOT SHOWN /N 214L 214L ACTUAL LOCATION) Q 8 a GENERAL NOTES 1 ALL UNUSED, SAL VA GED MA TERIAL SHALL BE DELI VERED, BY THE CONTRACTOR, TO THE WASTEWA TER PLANT #2 A T MT. VERNON A VENUE SOUTH OF HIGH WA Y 58. CONTACT THE CITY's ELECTRICAL SUPERVISOR, 24 HOURS PRIOR TO DELIVERY AT (661) 326-3152. 2 ALL UTIL I TY L OCA TIONS SHOWN ARE APPROXIMA TE ONL Y, AND REPRESEN T THE BES T INFORMA TION SUPPL IED B Y THE VARIOUS UTIL I TY COMPANIES FINAL RESPONSIBILI TY FOR LOCA TING UTILITIES /N THE FIELD IS THE CONTRACTOR'S. Rq SCALE: 1 "=20' a6 -, '03 R. � . _. . ........... ..._______.__.._._.........._...__._.- ____ _....._ 213E -: -- _ 12 0213 _ - cn R/W . _.. --- -- -_ ____ _ — _ _ 01 R?W _, _-- -_ ..-._.._.____..__....__ :02 L0 CONDU/T SIZE 2" 2" 3" 1 2" (E) = EX/ST/NG (N) = NEW INTERCONNECT CONDUCTOR RUN 1 CA (N) (N) X (N) AZn� (N) DESIGNATION 48 SMFO (F/BER OPTIC) 1 29-5-100(s) 15 50' () ()s LT-MAT(c) 12 SMFO (F/BER OPT/C) 1 SNOW RD(s) R73-2(c) 8 7 6 RRID MAIN CANAL r` ° CONDUCTOR SCHEDULE CONDUIT SIZE 2-3" 2-3" 2" 2" 0 POLE S CHED UL E LOC. STANDARD MASTARM SIGNALS LIGHTING SIGNALS VEHICLE WALK DONT WALK W-DWJ 0 PPB :0 ST. NAME SIGN SIGNS POLE OR MASTARM MOUNTED REMARKS O 29-5-100(s) 15 50' () ()s LT-MAT(c) SNOW RD(s) R73-2(c) 5 6 8 9 © 29-5-100(s) 15'(s) 55'(s) SMAS(c) MAS(c) SP-1-T(c) 02(c) JEWET TA A VE(s) R3 -18(c) 5 6 8 9 ©1A (s) TV -2- T(c) 02(c) O 29-5-100(s) 15'(s) 50'(s) SV-1-T(c) MAS-4B(c) 0 4 c () 02 (c) SNOW RD(s) 5 6.18191 13 O1A (s) TV -2- T(c) SP -1- T(c) 02(c) 04(c) IoF 19-4-100(s) 15' (s) 30' s () SV -2- T(c) L MMA c () SP -1- T(c) 04(c) 04(c) JEWETTA A VE(s) 5 6 8 9 (,),/ wry zuppnea, ((;) Contractor Supplied ^1 ­ �!=i M. M � 315U 6J4U .02- .02- 047 4C G. 1 \ 6J4U i IN 4 U 1/9u _._. JU_........... 405' TO LIMIT LINE (NOT SHOWN IN ACTUAL LOCATION) _ 3C 12 ------------------------------ 1P. _.............._.................................. ......... - _.........__....... ....._.......... 1C 3 2 2 2 3 2-2 3! 3" 2„ (E) =EXISTING CONDUCTOR � (N)=NEW RUN AZA 13 14 15 16 DESIGNATION N N N N N N N N N N \� o 1 17 18 0 N N N N N N ,� Z I Q N N 0 12 CONDUCTOR 9 5 4 3 2 2 2 ' v cn 3 CONDUCTOR 4 4 3 2 / j �? o 1 l9L 4 6 12 C o10 #10 LIGHTING 2 2 2 2 2 2 4 4 '� Q I! 3 C N PRE-EMPTION CABLE 2 2 9 9 1 1 �R: #10AWG 4 Q0 #4 AWG SERVICE (PR/MARY) 3 3 4/ � #6 SERVICE (SECONDARY)LWG 2 2 30' � 1 NCAMERA DUO SENSOR CABLE 7 N AWG 2 Y i0' 1 DETECTOR 2 2 4C i CAMERA co ,, 02 DETECTOR 6 6 6 6 6 2 01 � 0 3 DETECTOR 2 2 0' 2 2 o 0 4 DETECTOR 3 03 ; � N0 5 DETECTOR 2 2 2 2 2 4 :04 � j � 0 6 DETECTOR 3 05 U) 0 7 DETECTOR 2 2 4C 1 i �0 6 08 DETECTOR 3 3 2 2 8J6U 8J6U # 7 TOTAL 21 13 4 2 8 8 8 2 5 2 2` 8 TOTAL CITY OF BA KERSF/EL D CALIFORNIA File Nome.• T6K204_ T6K205 Snow Rd L a fes t Jan 7 15.7 recover Drawn: RL T PUBLIC WORKS DEPARTMENT Job No.: T5K208 Engineer: RLT Date: Apr. 30, 16 Checked By. -L R Y G G 12" LENSES 4 -Section Head (MAS -4B) Deto NTS QRpFESS/pN i N Gy o'pF Fac REGISTERED Cl VIL ENGINEER C 80507 * Exp.3-31-17 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF cm BAKERSFIELD, CA 93301 OFCAU\F REVISIONS No. DA TE DESCRIPTION 03/24/15 PG&E PRIMARY AND SECONDARY POINT OF CONNECTION L OCA TION CHANGE. 2 / / 3 / / 4 -- R W ..... . .... ...... . .. ...... MODIFIED TYPE D BICYCLE LOOP DETECTOR TYPE E LOOP DETECTOR 6i2U 10' n RIGHT LANE 0 612L BICYCLE LANE THRU LANE L EFT TURN LANE ._...__........ ...... __._................. __... _.._.R,/W V1010' 15' '/--,\ 10' n 10' STOP BAR/CROSSWALK TYPE D LOOP DETECTOR LOOP LAYOUT Indicates State Standard notes refer to Cal Trans State Plans page ES -1A, and COB Std T-34. Traffic Signal and Lighting System Installation on Snow Road at Jewetta Avenue CITY RECORD No. 0 1 SHEE T NO. 2 OF 10 2 3 J m Q I— ry W m O ry m n Li O J d m 0 00 N Q0 O N O 0 Cn 3 I Ln r r- C- a� J �I ry 0 C— V / O N V CO I- 0 (N V co N O N C/)I W J I W Q Cn All CONSTRUCT/ON NOTES: Ol CONTRACTOR SHALL REMOVE CONFLICTING PA VEMENT MARKING/STRIPING AS INDICATED ON THE PLANS. O INSTALL THERMOPLASTIC CROSSWALK/LIMIT LINE STRIPING. (WHITE) O3 REMOVE ROADSIDE SIGN INDICATED. 4O REMOVE EXISTING SIGN PANEL AND REPLACE WITH NEW SIGN PANEL ON EXISTING SIGN POST. O INSTALL ROADSIDE SIGN INDICATED. 0 INSTALL DETAIL 27B, THERMOPLASTIC. wj—jo---� O7 INSTALL DETAIL 27C, THERMOPLASTIC. O8 INSTALL DETAIL 28, THERMOPLASTIC. O9 INSTALL 1' DIAGONALS, THERMOPLASTIC. 10 INSTALL DEL INEA TORS, TYPE F (5 TOTAL). 11 INSTALL TYPE C ACCESS RAMP, 20 LF OF TYPE B CURB & GUTTER BREAKDOWN WITH 2' PA VEMEN T TIE—IN. QRpFESS/ON k� 51 NG/r S� Cl) �`� �Z REGIS TERED Cl EN GI NEER C 80507 * Exp. 3-31-17 CITY OF BAKERSFIELD �Q cl V 1 \' 9501 TRUXTUN AVENUE qTF BAKERSFIELD, CA 93301 OF CA\ -\F RHIVISIONS A"', 0. CA TE I DESCRIP TION A 240 SF �s a& 2JO SF 1 WJ-1, WJ— J 4— M � 4 CITY OF BAKERSFIELD, CALIFORNIA JEWETTA AVENUE m 0 4 File Name: T6K204_T6K205 Snow Rd—Latest Jan 7 15_4 Drawn: RLT PUBLIC WORKS DEPARTMENT Job No.: T5K208 En gin eer: RL T Date: May. 1, 16 Checked By E V� a � ' r 00, � � a } 1 J10 SF I II i 50 SF I I /sto 10+00 I I R1-1 I il� i 1 1 50 SF I i � ! � e 5 R1-1 I I I � SNOW ROAD SCA LE.• 1 "= 40' Wl-7 SIGNING & STRIPING PLAN SNOW RD AT JEWETTA AVE WJ—J 5 40 LF 3.a. s9y C:17..Y rYLW', �fJR No. m7 SHEE T NO. 3 OF 10 '1 2 CONSTRUCTION NOTES 1 Contractor shall install City furnished Type 170e Controller and 332 cabinet assembly. Service shall be 120V1240V Type III -BF, furnished and installed by the Contractor. Pull box in front of Controller shall be 16. Pull box adjacent to PG&E electrical service point shall be PG&E 104-0936. 2 Contractor shall install conduit from electrical service point PG&E 104-0936 pull box to Type Ill -BF service pedestal. All other pull boxes shall be 15 unless otherwise noted. 3 Al/ new signal indications shall be 12 inch Red, Green, and Yellow "LED" modules per special provisions. 4 All pedestrian indication modules shall be new "CPS LED" "Upraised Hand," and "Wolking Person» combo, International Symbol Pedestrian Change Interval Countdown Display Type as detailed in the special provisions. 5 Contractor shall furnish and install a cutoff LED Type 111 distribution lighting fixture on poles O, ©, & PFC,, qualified for roadway usage. Light output from the new fixture shall be equivalent in both pattern and s read as a 20 W Hbra head luminairPe. All warranty periods noted in the City street light specifications shall apply, per the City of Bakersfield, Public Works Department, LED street lighting specifications, dated June 2015, or latest edition. 6 Install pull ropes from the controller cabinet internally to all poles that have a luminaire arm, poles A, B, D, & F. The pull rope shall be nylon or polypropylene with a minimum tensile strength of 1250 pounds. The pull rope shall be doubled back at least 2 feet at each end. 7 Locations of the standards shall be 4' minimum between face of the pole and the flowline, or as directed by the City Traffic Engineer at the site. 8 Contractor shall install four (4) City -furnished EVP preemption devices. The Contractor shall furnish and install cables and mounting hardware One EVP phase selector unit will be installed in the cabinet by the City. Exact hardware mounting placement shall be determined by the City Traffic Engineer in the field. The Contractor shall provide a qualified on site EVP Technician 48 hours prior to activating signal per specifications. 9 Contractor shall install City supplied overhead most arm street name signs, and supply and install all other most arm mounted signs indicated. 10 Contractor shall install roadside signs per special provisions. Contractor shall remove roadside signs and remove and replace sign panels per special provisions and where shown on the plans. See Striping Plan Sheet No 3. 11 Loops shall be centered in their respective lanes and as directed by the Engineer at the site. Type E loops shall be 6' diameter. Type D Loops shall be 6x6' Detector loops and lead-in cables within 8 feet of the curb flowline shall be a minimum of 1.5 inches below the surface of the paving. 12 Contractor shall remove & salvage and deliver existing street lights to Wastewater Plant X12. Coordinate with the installation of new signal luminaires. Disconnect and abandon service conduit per May 2010 Cal Trans State Standard Specifications, Section 86-7. QJ 13 The Contractor shall instal/ two complete City supplied Commpok B858/58 INT, Broadband radio transmission systems per these plans and the special provisions. The Contractor shall install one radio at the intersection of Snow Rd and Norris Rd and another radio at Verdugo St at 7th Standard Rd. The Contractor shall install the required length of coaxial cable from the ethernet modem installed in the 332 cabinet at each intersection to a signal Of pole/most arm mounted location as determined by the Traffic Engineer in the field for a fully operational system. Radio coaxial ethernet cable W lengths in excess of 300 If per intersection shall require on in-line ethernet extender provided by the Contractor. 0 14 Contractor shall roll sufficient amount of continuous electrical cable for signal, pre-emption, and lighting to Pole A for future signal pole m relocation to ultimate Northeast location, approximately 100 If for each cable. Allow enough slack for each cable in pullboxes located in conduit runs 2, 4, 7, 8, & 9. m /�5 LLJ R/W 0 _ -_- J n __. G 4 Q 5J1 U N (0 __ 5J9 0 130' _ N #, Q) 2120 405' TO LIMIT LINE (NOT SHOWN IN 2140 P214UI � _ - _ ACTUAL L OCA TION) 0 212L V -C 214E 214L R E_.........._ R/ r- - PIP— LO v n 1 CON TOR SCHEDULE o °' a CONDUIT Sl 2-3" 2-3" 2-3" 3" 3" 2» 3" 2" 2" 2" 3" 3" 2" 2» 2" 3" o (N) (N)=NEW l NG ON11 RUN TOR A Q R/W 4160 G ._ X R/W El POLE SCHEDULE z STANDARD V SIGNALS 0 1 I1W VEHICLE J -DW PPB ,0' ST. NAME SIGN SIGNS POLE OR MASTARM MOUNTED R O r0 V 45' s) () MAS-4B(c) SP -1- T(c) O SNOW RD(s) W56'819 U El POLE SCHEDULE LOC. STANDARD MASTARM SIGNALS (E) = EX/ST/NG (N) = NEW LIGHTING SIGNALS VEHICLE WALK DONT WALK�0' -DW PPB ,0' ST. NAME SIGN SIGNS POLE OR MASTARM MOUNTED R O 26-4-100(s) 45' s) () MAS-4B(c) SP -1- T(c) 1 SNOW RD(s) W56'819 B O 29-5-100(s) 15'(s) 55'(s) SV --1- T(c) 2-MAS(c) L T -MA T(c) SP -1- T(c) 02(c) VEROUGO LN �- (s) NORRIS RD -0- (s) 516 © 1A(s) TV -2- T(c) SP -1- T(c) 02(c) 26- 4-100(s) 15,(S) 40' (s) SV-1-T(c) MAS-4B(c) SP -1- T(c) 04(c) 02(c) SNOW RD(s) 516181 9 O1A(s) Tv -2- T(c) SP -1- T(c) 02(c) 04(c) O 61-5-100(s) 60'(s) SV-1-T(c) L T -MA T(c) SP -1- T(c) 04(c) NORRIS RD(s) VERDUGO LN -*- (s) 51618191 © 1 A(s) Tv -2- T(c) SP -1- T(c) 04(c) 0' (S) City Supplied, (C) Contractor Supplied EXISTING SAND INTERCONNECT SCHEDULE TRAP — EX BOL LARDS \Sto 10+00 REMOVE AND REPLACE MEDIAN NOSE PER SPECIFICA TIONS SEE CONTROLLER L OCA TION DETAIL THIS HEFT I W CONDUIT SIZE 2" 3" 2" 2" 2" (E) = EX/ST/NG (N) = NEW INTERCONNECT CONDUCTOR RUN DESIGNATION IC (N) 2C (N) 3C 4C (E) (E) 5C (E) 48 SMFO (FIBER OPTIC) 7 12 SMFO (FIBER OPTIC) 1 1 EX A T&T MARKER _ _SNOW ROAD _ _ 11 R/w 6✓4!! 1190 405' TO LIMIT LINE (NOT SHOWN IN - - - - - - - - - ACTUAL -LOCATION)- - 8 12 ...J ice•• �� PRE-EMPTION CABLE i MONSOON 1111111m; ON MIN ONE MIN ONE: annomm CITY OF / _ ,RL T / . / / PUBLIC WORKS •• • I: r -- O 10 QRpFESS/ON S I NGy �� F• �F� �2 R GI S TERED C/ V/ L EN GI NEER � C 80507 � * Exp. 3-31-17 CITY OF BAKERSFIELD 1509 TRUXTUN AVENUE BAKERSFIELD, CA 93301 A0 REVISIONS No. DA TE DESCRIP TION 06/30/16 Revised with Addendum No. 1 471 GENERAL NOTES 1 ALL UNUSED, SAL VA GED MA TER/AL SHALL BE DELI VERED, B Y THE CONTRACTOR, TO THE WASTEWATER PLANT #2 AT MT. VERNON A VENUE SOUTH OF HIGH WA Y 58. CONTACT THE CITY's ELECTRICAL SUPERVISOR, 24 HOURS PRIOR TO DELIVERY AT (661) 326-3152. 2 ALL UT/LI TY L OCA TIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST /NFORMA TION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN THE FIELD /S THE CONTRACTOR'S. — MODIFIED TYPE D BICYCLE LOOP DETECTOR TYPE E LOOP DETECTOR 10' RIGHT LANE \\V BICYCLE LANE 10.1 15' __......._.__.._...... ;.._ ___.. THRU LANE 1 LEFT TURN LANE 10 10' 10 _LEFT ■= STOP BAR/CROSSWALK ---TYPE D LOOP DETECTOR LOOP LAYOUT r� p ► �=� ��'--.tee?-' EM Controller Location .Detail Southwest Corner Indicates State Standard notes refer to Ca/Trons State Plans page ES -1A, and COB Std T-34. Traffic Signal and Lighting System Installation on Snow Road at Norris Rd l Verdugo Ln CITY RECORD No. SHEET N0. 4OF10 1 1 2 19 CONSTRUCTION NOTES 1� Contractor shall install City furnished Type 170e Controller and 332 cabinet assembly. Service shall be 120V1240V Type Ill -BF, furnished and installed by the Contractor. Pull box in front of Controller shall be 16. Pull box adjacent to PG&E electrical service point shall be PG&E 1104-0936. 2� Contractor shall install conduit from electrical service point PG&E 1104-0936 pull box to Type Ill -BF service pedestal. All other pull boxes shall be #5 unless otherwise noted. 0 3 All new signal indications shall be 12 inch Red, Green, and Yellow "LED" modules per special provisions. 4 All pedestrian indication modules shall be new "CPS LED" "Upraised Hand," and "Walking Person" combo, International Symbol Pedestrian Change Interval Countdown Display Type as detailed in the special provisions. 5 Contractor shall furnish and install a cutoff LED Type Ill distribution lighting fixture on poles O, ©, O & O, qualified for roadway usage. Light output from the new fixture shall be equivalent in both pattern and spread as a 200 W HPS cobra head luminaire. All warranty periods noted in the City street light specifications shall apply, per the City of Bakersfield, Public Works Department, LED street lighting specifications, dated June 2015, or latest edition. 6 Install pull ropes from the controller cabinet internally to all poles that have a luminaire arm; poles A, B, D, & F. The pull rope shall be nylon or polypropylene with a minimum tensile strength of 1250 pounds. The pull rope shall be doubled back at least 2 feet at each end. 71 Locations of the standards shall be 4' minimum between face of the pole and the flowline, or as directed by the City Traffic Engineer at the site. 0 r[M-fl Contractor shall install four (4) City -furnished EVP preemption devices. The Contractor shall furnish and install cables and mounting hardware One EVP phase selector unit will be installed in the cabinet by the City. Exact hardware mounting placement shall be determined by the City Traffic Engineer in the field. The Contractor shall provide a qualified on site EVP Technician 48 hours prior to activating signal per specifications. Contractor shall install City supplied overhead mast arm street name signs, and supply and instal/ all other most arm mounted signs indicated. 91Contractor shall install roadside signs per special provisions. Contractor shall remove roadside signs and remove and replace sign panels per special provisions and where shown on the plans. See Striping Plan Sheet No J. 11 Loops shall be centered in their respective lanes and as directed by the Engineer at the site. Type E loops shall be 6' diameter. Type D Loops shall be 6 x6'. Detector loops and lead-in cables within 8 feet of the curb flowline shall be a minimum of 1.5 inches below the surface of the paving. 12 Contractor shall remove & salvage and deliver existing street lights to Wastewater Plant #2. Coordinate with the installation of new signalluminaires. Disconnect and abandon service conduit per May 2010 Ca/Trans State Standard Specifications, Section 86-7. R-31 The Contractor shall install two complete City supplied Commpok BB58/58 INT, Broadband radio transmission systems per these plans and the special F__ provisions. The Contractor shall install one radio at the intersection of Snow Rd and Norris Rd and another radio at Verdugo St at 7th Standard Rd. QJ The Contractor shall install the required length of coaxial cable from the ethernet modem installed in the 332 cabinet at each intersection to a signal pole/most arm mounted location as determined by the Traffic Engineer in the field for a fully operational system. Radio coaxial ethernet cable lengths in excess of 300 If per intersection shall require an in-line ethernet extender provided by the Contractor. CE 14 Contractor shall roll sufficient amount of continuous electrical cable for signal, pre-emption, and lighting to Pole A for future signal pole bi M relocation to ultimate Northeast location, approximately 100 If for each cable. Allow enough slack for each cable in O pullboxes located in conduit runs 2, 4, 7, 8, & 9. r �x w ���X, _._......... , F 'p Rw _........ ,� _. _. ......_........._.._.....__. __. -- — _._ ...... _ _ „__ __ _...... __..._.. o__ _........... _._ ......... _...........I _ _ - - - r) - it........... _..._.._ ........ __..... .-_...__......- .._......__. _....... __ ..____.............. ......... 4 I 5J1 U NtLn 8 559._ ... 130' Q o, N_......................................... _. �0 2/2U 405' TO L/M/T LINE (NOT SHOWN /N 2/4U P214UI 0- _ - - ACTUAL L OCA TION) Q 212L � I 214L 2141 - _.___ A. U L----- :02 Ln F % . =�x�• KLR� V CONDUCTOR SCHEDULE U1 °' CONDUIT SIZE 2-3" 2-3" 2-3" 3" 13" 2" J" 1 2„ Y 4170 4J�U n I' 4 j 4I8U GI 4180 , 3 EX AC DYKE X R/W POLE S CHED UL E z 3" 2" 2" 2" MAST ARM SIGNALS 0 I11W N LIGHTING VEHICLE J W -DW PPB ST. NAME SIGN SIGNS r� V SIGNALS DONT WALK 4J5U 0 POLE S CHED UL E 2" 3" 2" 2" 2" MAST ARM SIGNALS &C LOC. STANDARD LIGHTING VEHICLE WALK W -DW PPB ST. NAME SIGN SIGNS SIGNALS DONT WALK :0' 0 POLE OR MAST ARM MOUNTED REMARKS A 25-4-100(s), 15' MA SP -1-T (c) SNOW RD(s) 45 s) () 5161819-] B15'(s) O 29-5-100(s) SV--1-T(c) 2-MAS(c) SP -1- T(c) 02(c) VERDUGO LNF (s) 55'(s) L T -MA T(c) NORRIS RD -10-(s) 5 6 8 9 © 1A(s) TV --2- T(c) SP-1-T(c) 02(c) 26-4-100(s) 15'(S) 40' (s) SV-1-T(C) MAS-4B(c) SP -1- T(c) 04(c) 02(c) SNOW RD() RD(s) 516181-9] O1 A(s) TV -2- T(c) SP -1- T(c) 02(c) 04(c) O 61-5-100(s) 15'(s) 2V MAS( SP -1- T(c) 04(c) <— NORRIS RD(s) 5 6 8 9 601(s) LT-MAT(c) VERDUGO LN -0-(s) © 1 A(s) TV -2- T(c) SP -1- T(c) 04(c) 0 ' (S) City Supplied, (C) Contractor Supplied EXISTING SAND TRAP — EX BOLLARDS INTERCONNECT SCHEDULE CONDUIT SIZE 2" 3" 2" 2" 2" (E) = EX/STING (N) = NEW INTERCONNECT CONDUCTOR RUN &C 2C 3C AA DESIGNATION (N) (N) (E) P. P. 48 SMFO (FIBER OPTIC) 92 SMFO (FIBER OPTIC) 7 QRpFESS/ON 5 I NG11 ✓� S 3 '6 REGISTERED CIVIL ENGINEER C 80507 v yt Exp. 3-31-17 CITY OF BAKERSFIELD "z- 1501 9509 TRUXTUN AVENUE qTF Cl I\- BAKERSFIELD, CA 93,301 OF CN - REVISIONS No. DA TE DESCRIP TION 2 / / 3 / / GENERAL NOTES : 1 ALL UNUSED, SALVAGED MATERIAL SHALL BE DELIVERED, BY THE CONTRACTOR, TO THE WASTEWATER PLANT 12 A T MT. VERNON A VENUE SOUTH OF HIGH WA Y 58. CONTACT THE CITY's ELECTRICAL SUPERVISOR, 24 HOURS PRIOR TO DELIVERY AT (661) 326-5152. 2 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN THE FIELD IS THE CONTRACTOR'S. 9 EX AT&T MARKER • • • • O 11 11 r, _ _ _SNOW ROAD _ _ R/w R/w 14 MODIFIED TYPE D ICYCLE LOOP 008 8 DETECTOR 4L 614L TYPE E 6119U LOOP DETECTOR _. ........................... _ ___..._ _ _ RIGHT LANE — — — — __...._. __........ ................_._..__.._._.._ _. 7 0 _ .......................................__ ,.,__..._.__ ____.................._._........... _ __ _ _....__. Sta 10+00 119U BICYCLE LANE 02 1/lU :0'2 --N;U SEE CONTROL ER L OCA TION 12 DETAIL THIS HEFT BC 3C I i 7 _ _._ — _._. ___...._,,. — _.. — ____ ..- _._. — — _ ....... ._______..___......... _......... .....__...___.......... __04 f _ .� ........ . ... .__... ..... _ .._........ ,_ _ . _. f �04 0 0 0 13 1s, ZIP - ....... - — 8J6U w.. ' 015 h L5\t 3/5U 'I j __._.......... _ THRU LANE 405' TO LIMIT LINE (NOT SHOWN IN ACTUAL LOCA TION)_ LEFT TURN LANE DETECTOR(E) =EXISTING CONDUC #10 LIGHTING Wa AWAM NO IN ��l EVIIIIIAM IM, 00000........... - MMMMMM CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT :i Drawn: RL T •• No.: /: • - a 4C 10 15' 10 10' 10' STOP BAR/CROSSWALK -TYPE D LOOP DETECTOR LOOP LAYOUT Controller Location Detail Southwest Corner Indicates State Standard notes refer to Cal Trans State Plans page ES -1A, and COB Std T -J4. ICITY RECORD No. Traffic Signal and Lighting System Installation on Snow Road at Norris Rdl Verdugo Ln 1"=10' SHEET NO. 4 OF 70 2 3 m Q m Li m O m m n W I— O J n m 00 m Ln N co O N O 0 0 C_ Cn V Q) 0 ^U` W L �I �I a a� a J �I m 3 0 C V) n O N V O F_- �I 0 N Y O r� N UI / CONSTRUCTION NOTES: Ol CONTRACTOR SHALL REMOVE CONFLICTING PA VEMENT MARK/NG/STRIP/NG AS INDICATED ON THE PLANS. OINSTALL THERMOPLASTIC CROSS WALK STRIPING, LIMIT LINE (WHITE) OINSTALL THERMOPLASTIC TYPE IV(R), IV(L), ARROW, OR PA VEMENT MARKING AS INDICA TED ON PLAN. 04 REMOVE ROADSIDE SIGN O REMOVE EXISTING SIGN PANEL AND REPLACE WITH NEW SIGN PANEL ON EXISTING SIGN POST O REMOVE 13 LF OF EXISTING MEDIAN NOSE WITH 1 LF SAWCUT AND RECONSTRUCT MEDIAN NOSE IN-KIND TANGENT TO NEW LIMIT LINE. O INSTALL ROADSIDE SIGN INDICATED. VERDUG011 LANE vig EX BRICK WALL tS SNOW ROAD 4 (TYPJ U NORRIS ROAD 2 255 SF Sta 10+00 1' SA WCU T 1 NORRIS I - R1-1 4 50 SF 1 230 SF 1���� � 50 SF 1 1 R1-1 4 5 1 W3-1, W3=3 30 SF SCALE: 1 "=40' 2 33 SF EX. EDGE OF PAVEMENT 7 W3— 3 1 65 SF W 303, 15 SF 6 13 LF s y s� IV, IE I ROAD SNOW ROAD .._ E Fw SCA LE.• 1 "= 40' R2 4 'SZ 4 RI -1 { 1 170 SF 40 115 SF 3; 2 200 SF h STA 10+00 --- 5 W3-1, W3-3 I 1 210 SF ® EX ROW, EX FENCE ® 2 33 SF 1 V ERDUGO LANE QRpFESS/ONq NG RE ISTERED CIVIL ENGINEER C 80507 * Exp. 3-31-17 CITY OF BAKERSFIELD 9501 TRUXTUN AVENUE qTF C1V�L p�� BAKERSFIELD, CA 93301 OF CA�_\F No. D! TE DESCRIP TION f � 371 / / 471 ! SNOW V ROAD , 11/7 ' �L_.CORD No. File Nome: T6K204_T6K205 Snow Ro Lotest Jan 7 15_7 recover Drawn: RLT SIGNING & STRIPING PLAN SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T5K208 Engineer: RLT Date: May. 1, 16 Checked By.� !,S SNOW RD AT NORRIS RD/VERDUGO LN 5 OF 10 0 1 2 71 m Q ry w m O m w O J a- C' L N O U N Ln 1 ` C V a; C z 3 C Y Cr LC Qc C Qc C, c U a NOTES: 1❑ INSTALL PULL BOX (NO. 5) WITH EXTENSION. ❑7 INSTALL NEW CONDUIT INTO EXISTING PULLBOX F2 CONTRACTOR WILL FURNISH AND INSTALL MODEMS AS REQUIRED IN THE ® INSTALL OLDCASTLE SPLICE VAULT (MODEL B2436) WITH EXTENSION AND STEEL LID. PROJECT SPECIFICATIONS IN ALL CONTROLLER CABINETS. g0 CONDUIT AND PULL BOXES SHALL BE INSTALLED AS SHOWN ON THE PLANS. 03 MAXIMUM LENGTH OF CONDUIT BETWEEN PULL BOXES SHALL NOT EXCEED NO PULL BOXES SHALL BE INSTALLED IN DRIVE APPROACHES, OR ACCESS 400 FEET. RAMPS. ® CONDUIT SHALL BE BROUGHT INTO PULL BOXES PARALLEL TO THE EXISTING 10 THE MINIMUM BEND RADIUS SHALL BE 48"0 SURFACE (HORIZONTAL). THE TOTAL ANGULAR BEND OF CONDUIT BETWEEN PULLBOXES SHALL NOT Fi—il CONDUIT SHALL BE INSTALLED WITHIN SIDEWALK AREAS. SIDEWALK SHALL BE REPLACED TO THE NEAREST WEAKENED PLANE OR EXPANSION JOINT BEYOND EXCEED 180 DEGREES. THE AREA DAMAGED BY TRENCHING OPERATION. BORING UNDER SIDEWALK © IF CONTRACTOR REMOVES EXISTING HANDICAP RAMP DURING CONSTRUCTION BETWEEN ONE OR MORE SEGMENTS OF SIDEWALK PANELS IS ACCEPTABLE. OPERATIONS, THE RAMP SHALL BE REPLACED WITH A NEW RAMP MEETING IN AREAS WHERE THERE IS NO SIDEWALK, CONDUIT SHALL BE PLACED WITHIN CURRENT ADA SPECIFICATIONS. 5.5 FEET OF THE BACK OF CURB. L�J�u"J SCALE: 7 "= 40' LI�U"J SCALE: 1 "=40' 1C is N c� I GENERAL NOTES: 1) THE CON TRAC TOR SHALL CONTACT THE USA L OCA TOR SERVICE 1-800-642-2444, 48 HOURS PRIOR TO EXCA VA TION. 2) ALL UTILITY LOCATIONS ON THESE PLANS ARE APPRO- XIMA TE LOCA TIONS ONL Y. I T IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE ALL UTILITIES PRIOR TO THE START OF CONSTRUCTION. THE CITY IS NOT RESPON- SIBLE FOR UTILI TIES MARKED BY USA THA T ARE NOT SHOWN ON THESE PLANS. 3) THE LOCATIONS OF EXISTING INTERCONNECT CONDUIT ON THESE PLANS IS AN APPROXIMATION ONLY IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY EXISTING CONDUIT LOCATION AND LENGTH PRIOR TO INSTALLING TRAFFIC SIGNAL INTERCONNECT CABLE. i QRpFESS/ONq F.� SING/ F2 REGISTERED CIVIL ENGINEER E C 80507 � * Exp.3-31-17 CITY OF BAKERSFIELD CIV�� 1501 TRUXTUN AVENUE 9T F BAKERSFIELD, CA 93301 OF CA��F� REVISIONS No. DA TE DESCRIPTION 1 / / �4 / / INSTALL ETHERNET FIBER OPTIC CABLE INTERCONNECT EQUIPMENT AT THIS SW CORNER DETAIL 1"=10' LOCATION, PROVIDE ALL NECESSARYSNOW RD AT NORRIS RD/VERDUGO LN O HARDWARE AND LABOR TO CONNECT NEW FIBER OPTIC CABLE WITH EXISTING INTERCONNECT SYSTEM PER ETHERNET EQUIPMENT LIST SHEET 10. -- -- G ,qw Leo, _ _ �° °• • • • ..,, � ;Y.S��X��S' � .._X :;k,£x�...Y� :%X �.::f<i,�Y • ,�... ^�� '�.� � iw n, -`i 3��X2'.SS:_.X�r::S:�.�`�..',�.� SNO W R AD f 8 REMOVE AND REPLACE EXISTING 1 PULLBOX WI TH OLDCASTLE (MODEL 82436) 4C I UTILITY VAULT WITH EXTENSION AND 3C O I STEEL LID. i1 O O O O + + I_ t�,._.............................__..._._.._..,.._..___.._ G _,_....................... .—._ .........__....___'"_____..... •........ ..........._........ .......... w_____. ...... _...... .._,......... _..... _.__'___....._..._.._------- ...._........ _,_..,...,,....................�._ .._,_.,._,.... _....._...._.. 22 --- --- --- -- 23 — — --- — 4 25 — — — — — _ — — — — ' — — — — — — ' _» Lu _ ___............................................ __ _ _..........._.__ ............................. _.................. ......_._..... _.__—___ _ #$ ........... __ ...._.__............................,..._ ...______..._,__ . ..... LLJ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ;'.� ...s..x,'R�.R.kC�i.\�1'�YhS _ ,,, x -• -� • � ��—...._,_.�_ "____,_.... � � — — —-._ �_ ____._._. ______. ff l �X�X�� ..nn XL ���.�.'W'Y�h�..`�.��E%S�C'4���'+v�t.ti i,,��`�:.%:SYS.':SSS%��.�i.�.�`.4AR.iY.��.��S,X���.3.'YXXSXX.:X?XS;�T�Li3%: YSXLXX� f.: \ °(' } SNOW ROAD SNOW ROADS I € �� 4C (_ 7C 5C f A WALDWAY CONDUCTOR NOTES: 1. CONDUITS DESIGNATED (N)EW OR (E)XIST REFER TO CONDUITS ONLY, ALL CONDUCTORS SHALL BE NEW EXCEPT WHERE NOTED AS (EX). CONDUCTOR SCHEDULE CONDUI T SIZE 2" 3" 2" 2" 2" 2" 1 2" IN TERCONNEC T CONDUCTOR RUN 1C 2C 3C 4C 5C 6C 7C (N)EW OR (E)XIST N N E E E E E 3• �` 48 SMFO (FIBER OPTIC) 1 1 1 1 1 12 SMFO (FIBER OPTIC) 1 1 a Indicates State Standard notes refer to Cal Trans State Plans page ES -1A, and COB Std T-34. Cl T Y RECORD No. File Name: T6K204_T6K205 Snow Rd -Latest Jan 7 15 -7 -recover Drawn: RLT TRAFFIC SIGNAL SYNCHRONIZATION PLAN SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T5K208 Engineer: RLT Date: Apr. 30, 16 Checked By S SNOW RD: NORR/S RD TO GALLOWAY DR 6 OF 10 V 1 G EI&A J m Q m w m O m m 0 w F- 0 m NOTES: 1M INSTALL PULL BOX (NO. 5) WITH EXTENSION. F2 CONTRACTOR WILL FURNISH AND INSTALL MODEMS AS REQUIRED IN THE PROJECT SPECIFICATIONS /N ALL CONTROLLER CABINETS F3 MAXIMUM LENGTH OF CONDUIT BETWEEN PULL BOXES SHALL NOT EXCEED 400 FEET. ® CONDUIT SHALL BE BROUGHT INTO PULL BOXES PARALLEL TO THE EXISTING SURFACE (HORIZONTAL). THE TOTAL ANGULAR BEND OF CONDUIT BETWEEN PULLBOXES SHALL NOT EXCEED 180 DEGREES. © IF CONTRACTOR REMOVES EXISTING HANDICAP RAMP DURING CONSTRUCTION OPERATIONS, THE RAMP SHALL BE REPLACED WITH A NEW RAMP MEETING CURRENT ADA SPECIFICATIONS F7 INSTALL NEW CONDUIT INTO EXISTING PULLBOX ® INSTALL OLDCASTLE SPLICE VAULT (MODEL B2436) WITH EXTENSION AND STEEL LID. CONDUIT AND PULL BOXES SHALL BE INSTALLED AS SHOWN ON THE PLANS. NO PULL BOXES SHALL BE INSTALLED /N DRIVE APPROACHES, OR ACCESS RAMPS. 10 THE MINIMUM BEND RADIUS SHALL BE 48"0 Fi-il CONDUIT SHALL BE INSTALLED WITHIN SIDEWALK AREAS. SIDEWALK SHALL BE REPLACED TO THE NEAREST WEAKENED PLANE OR EXPANSION JOINT BEYOND THE AREA DAMAGED BY TRENCHING OPERATION. BORING UNDER SIDEWALK BETWEEN ONE OR MORE SEGMENTS OF SIDEWALK PANELS /S ACCEPTABLE. IN AREAS WHERE THERE IS NO SIDEWALK, CONDUIT SHALL BE PLACED WITHIN 5.5 FEET OF THE BACK OF CURB. SCALE INSTALL ETHERNET l ^^T'^ ^"^' INTERCONNECT EQUI, L OCA TION, PROVIDE HARDWARE AND LAt NEW FIBER OPTIC C, INTERCONNECT SYS1 EQUIPMENT LIST, SH SHALL COORDINATE KERN TRAFFIC DEPA INSTALL ETHERNET FIBER OPTIC CABLE INTERCONNECT EQUIPMENT AT THIS LOCATION, PROVIDE ALL NECESSARY HARDWARE AND LABOR TO CONNECT NEW FIBER OPTIC CABLE WITH EXISTING INTERCONNECT SYSTEM PER ETHERNET EQUIPMENT LIST SHEET 10. CY' 0 U LoI C \J/ f a J I � NW CORNER DETAIL i: NORRIS RD AT CALLOWAY = 1 �J INSTALL OLDCASTLE (MODEL 82436) D R 0 1 " 10 UTILITY VAULT WITH EXTENSION AND U) STEEL LID. Ln CONDUCTOR NO TES: BAKERSFIELD, CALIFORNIA N 1. CONDUITS DESIGNATED (N)EW OR (E)XIST REFER TO CONDUITS ONLY, �I ALL CONDUCTORS SHALL BE NEW EXCEPT WHERE NOTED AS (EX). ON 2. SEE SHEET 8 FOR CONDUCTOR SCHEDULE ON CALLOWAY DR; NORRIS RD y TO SNOW RD. Date: Apr. 30, 16 Checked CONDUCTOR SCHEDULE 0 CONDUI T SIZE 2" 2" 2" 3" 2" 2- N IN TERCONNEC T �I CONDUCTOR RUN 7C 8C 9C 10 A 12 (N)EW OR (E)XIST. E E E E N E G 1 0 I Q3C 0 m 34 11C I I I I I 35 INSTALL OLDCASTLE (MODEL B2436) 8�--, UTILITY VAULT WITH EXTENSION AND STEEL LID. SEE SHEET 8, CALLOWAY DRIVE INTERCONNECT FROM NORRIS RD TO SNOW ROAD CONDUCTOR SCHEDULE. 5C QRpFESS/ONS F� S►NG/y R '/STEERED Cl lL ENGINEER C 80507rn * Exp. 3-31-17 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF CIVIL BAKERSFIELD, CA 93301 OF CA - REVISIONS No. DA TE DESCRIP TION S/1\7 271 371 471 GENERAL NOTES 1) THE CON TRA C TOR SHALL CONTACT THE USA L OCA TOR SERVICE 1-800-542-2444, 48 HOURS PRIOR TO EXCA VA TION. 2) ALL UTILITY LOCATIONS ON THESE PLANS ARE APPRO- XIMA TE L OCA TIONS ONL Y. I T IS THE CON TRA C TOR'S RESPONSIBILITY TO LOCATE ALL UTILITIES PRIOR TO THE START OF CONSTRUCTION. THE CITY IS NOT RESPON- SIBLE FOR U TIL I TIES MARKED BY USA THAT ARE NOT SHOWN ON THESE PLANS. 3) THE LOCATIONS OF EXISTING INTERCONNECT CONDUIT ON THESE PLANS IS AN APPROXIMATION ONLY I T IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY EXISTING CONDUIT LOCATION AND LENGTH PRIOR TO INSTALLING TRAFFIC SIGNAL INTERCONNECT CABLE. j 48 SMFO (FIBER OPTIC) 1 1 1 1 12 SMFO (FIBER OPTIC) 1 1 Fx xl State Standard notes refer to Cal Trans State Plans page ES -1A, and COB Std T-34. W J .___ _- .- ._._. _ - - ._.- CALLOWAY DRIVE CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Nome: T6K204_ T6K205 Snow Rd Latest Jon 7 15_ 7 -recover Drawn: RL T Job No.: T5K208 Engineer: RLT Date: Apr. 30, 16 Checked 3.12- SS Cl TY RECORD No. TRAFFIC SIGNAL S YNCHRONIZA TION PLAN SHEET NO. SNOW: NORRIS TO CALLOWAY/ CALLOWAY: OLIVE TO SNOW 7 OF 10 O 1 2 K J m Q ry W m O/ l.L m Li F- O J n L 0 U N L �I �I c V) 0 �I 0 U) Ln O N Y I O N Y �I O I N U) NOTES: 1❑ INSTALL PULL BOX (NO. 5) WITH EXTENSION. F2 CONTRACTOR WILL FURNISH AND INSTALL MODEMS AS REQUIRED IN THE PROJECT SPECIFICATIONS IN ALL CONTROLLER CABINETS. ❑3 MAXIMUM LENGTH OF CONDUIT BETWEEN PULL BOXES SHALL NOT EXCEED 400 FEET. ® CONDUIT SHALL BE BROUGHT INTO PULL BOXES PARALLEL TO THE EXISTING SURFACE (HORIZONTAL). El THE TOTAL ANGULAR BEND OF CONDUIT BETWEEN PULLBOXES SHALL NOT EXCEED 180 DEGREES © IF CONTRACTOR REMOVES EXISTING HANDICAP RAMP DURING CONSTRUCTION OPERATIONS, THE RAMP SHALL BE REPLACED WITH A NEW RAMP MEETING CURRENT ADA SPECIFICATIONS. 6C SCA LE.• 1 "= 40' ❑7 INSTALL NEW CONDUIT INTO EX/STING PULLBOX ® INSTALL OLDCASTLE SPLICE VAULT (MODEL B2436) WITH EXTENSION AND STEEL LID. 9❑ CONDUIT AND PULL BOXES SHALL BE INSTALLED AS SHOWN ON THE PLANS. NO PULL BOXES SHALL BE INSTALLED IN DRIVE APPROACHES, OR ACCESS RAMPS. 10 THE MINIMUM BEND RADIUS SHALL BE 48"0 11 I CONDUIT SHALL BE INSTALLED WITHIN SIDEWALK AREAS. SIDEWALK SHALL BE REPLACED TO THE NEAREST WEAKENED PLANE OR EXPANSION JOINT BEYOND THE AREA DAMAGED BY TRENCHING OPERATION. BORING UNDER SIDEWALK BETWEEN ONE OR MORE SEGMENTS OF SIDEWALK PANELS IS ACCEPTABLE. IN AREAS WHERE THERE /S NO SIDEWALK, CONDUIT SHALL BE PLACED WITHIN 5.5 FEET OF THE BACK OF CURB. Manhattan 7CIVI Drive GENERAL NOTES 1) THE CONTRACTOR SHALL CONTACT THE USA L OCA TOR SERVICE 1-800-642-2444, 48 HOURS PRIOR TO EXCA VA TION. 2) ALL UTILITY LOCATIONS ON THESE PLANS ARE APPRO— X/MA TE LOCA TIONS ONL Y. I T IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE ALL UTILITIES PRIOR TO THE START OF CONSTRUCTION. THE CITY IS NOT RESPON— SIBLE FOR UTILITIES MARKED BY USA THAT ARE NOT SHOWN ON THESE PLANS. 3) THE LOCATIONS OF EXISTING INTERCONNECT CONDUIT ON THESE PLANS IS AN APPROXIMATION ONLY. I T IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY EXISTING CONDUIT LOCATION AND LENGTH PRIOR TO INSTALLING TRAFFIC SIGNAL INTERCONNECT CABLE. QROFESS/pNq NG/y cel F'G -5,/-j/Cl)�F� �z �� REGISTERED CI VI L ENGINEER C80507 * Exp. 3-31-17 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF CIVIL ��� BAKERSFIELD, CA 93301 OF CA0� REVISIONS No. DA TE DESCRIP TION 271 / / 371 471 / / ....... ......___ ........................ ... — — 20 — — 21 22 23 24 -- f-- + -f — 25 26 —— 2I 28 -4 _ Q ■ SCALE: I "= 40' CALLOWAY DRIVE rte-_—-------------.,��.. SEE SHEET 7, SNOW RD INTERCONNECT FROM NORRIS RD TO CALL 0WAY DR CONDUCTOR SCHEDULE. O`1r .. ,. �,���.�i^✓sxtY�.��k�xx xRAJ�,�>s�^.�`'�x ,'�'k ��'��k''� wt.. %yXx�-;,-: ,xri-;^-,',',s„�.31`_ y1�__...._.^_._____.._.,.,,...___............_.._.................... N _ G. ........... ..____�__ _..__ _ _ C 28 29 _.. - _......._.. __._....... _.__.... 30 _ _._.._._............_...,_. - - - - - - 32 33 - - 34 W SEE SHEET 7, SNOW RD -.J INTERCONNECT FROM NOF TO CALLOWAY DR CONDO( SCHEDULE. CONDUCTOR NO TES 1. CONDUITS DESIGNATED (N)EW OR (E)XIST REFER TO CONDUITS ONLY, ALL CONDUCTORS SHALL BE NEW EXCEPT WHERE NOTED AS (EX). 2. SEE SHEET 7 PREVIOUS PAGE FOR BEGINNING OF CALLOWAY DR; NORRIS RD TO SNOW RD INTERCONNECT PLAN. CALL O WAY DRI VE W J Z C OND U C TOR SCHED UL E CONDUI T SIZE 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" INTERCONNECT A �7� AA CONDUCTOR RUN 2C 3C 4C 5C 6C 7C SC (N)EW OR (E)XIST E E E E E I E E E E E 48 SMFO (FIBER OPTIC) 1 1 1 1 1 1 1 1 12 SMFO (FIBER OPTIC) 1 1 Indicates State Standard notes refer to Cal Trans State Plans page ES -1A, and COB Std T-34. Cl T Y RECORD No. File Name: T6K204_T6K205 Snow Rd_Latest Jan 7 15_7 recover Drawn: RLT TRAFFIC SIGNAL SYNCHRONIZATION PLAN SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T5K208 Engineer: RL T Date: Apr. 30, 16 Checked By.- �5 CALLOWAY DR: OLIVE DR TO SNOW RD 8 OF 10 0 1 2 3 J m Q H W m O E m O W O m WE NOTES: 10 INSTALL PULL BOX (NO. 5) WITH EXTENSION. F2 CONTRACTOR WILL FURNISH AND INSTALL MODEMS AS REQUIRED IN THE PROJECT SPECIFICATIONS IN ALL CONTROLLER CABINETS. F3 MAXIMUM LENGTH OF CONDUIT BETWEEN PULL BOXES SHALL NOT EXCEED 400 FEET. ® CONDUIT SHALL BE BROUGHT INTO PULL BOXES PARALLEL TO THE EXISTING SURFACE (HORIZONTAL). THE TOTAL ANGULAR BEND OF CONDUIT BETWEEN PULLBOXES SHALL NOT EXCEED 180 DEGREES. © IF CONTRACTOR REMOVES EXISTING HANDICAP RAMP DURING CONSTRUCTION OPERATIONS, THE RAMP SHALL BE REPLACED WITH A NEW RAMP MEETING CURRENT ADA SPECIFICATIONS. GENERAL NOTES 1) THE CON TRAC TOR SHALL CONTACT THE USA L OCA TOR SERVICE 1-800-642-2444, 48 HOURS PRIOR TO EXCA VA TION. 2) ALL UTILITY LOCATIONS ON THESE PLANS ARE APPRO— X/MA TE LOCA TIONS ONL Y. I T /S THE CONTRACTOR'S RESPONSIBILITY TO LOCATE ALL UTILITIES PRIOR TO THE START OF CONSTRUCTION. THE CITY IS NOT RESPON— SIBLE FOR UTILITIES MARKED BY USA THAT ARE NOT SHOWN ON THESE PLANS. 3) THE LOCATIONS OF EX/STING INTERCONNECT CONDUIT ON THESE PLANS IS AN APPROX/MA TION ONLY I T IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY EXISTING CONDUIT LOCATION AND LENGTH PRIOR TO INSTALLING TRAFFIC SIGNAL INTERCONNECT CABLE. CONDUCTOR NOTES: ,1 m Q CONDUITS DESIGNATED (N)EW OR (E)XIST REFER TO CONDUITS ONLY, ALL CONDUCTORS SHALL BE NEW EXCEPT WHERE NOTED AS (EX). CONDUCTOR SCHED UL E CONDUI T SIZE 2" 2" 2" 2" 2" 2" 2» 2" INTERCONNECT A A CONDUCTOR RUN 1C 2C w 4C 5C 6C Al (N)EW OR (E)XIST. E E E E E E E E F7 INSTALL NEW CONDUIT INTO EXISTING PULLBOX ® INSTALL OLDCASTLE SPLICE VAULT (MODEL 82436) WITH EXTENSION AND STEEL LID. 9❑ CONDUIT AND PULL BOXES SHALL BE INSTALLED AS SHOWN ON THE PLANS. NO PULL BOXES SHALL BE INSTALLED /N DRIVE APPROACHES, OR ACCESS RAMPS. 10 THE MINIMUM BEND RADIUS SHALL BE 48"0 11 CONDUIT SHALL BE INSTALLED WITHIN SIDEWALK AREAS. SIDEWALK SHALL BE REPLACED TO THE NEAREST WEAKENED PLANE OR EXPANSION JOINT BEYOND THE AREA DAMAGED BY TRENCHING OPERATION. BORING UNDER SIDEWALK BETWEEN ONE OR MORE SEGMENTS OF SIDEWALK PANELS /S ACCEPTABLE. IN AREAS WHERE THERE /S NO SIDEWALK, CONDUIT SHALL BE PLACED WITHIN 5.5 FEET OF THE BACK OF CURB. NE CORNER DETAIL 111=10' JEWETTA AVE AT OLIVE DR ......._........__.... _ _..__ _.. � - _ -- 12 -- 13 14 15 JC -IN�ALL—OL9-O,Q SQL€ (A✓IQDEL-.. ��:.�,,�"�,�._: � I . � . __. �._ .._.�_ ._,._ .-.; � --- _______.........__._-.----- UTILITY VAULT WITH EXTENSION AND S TEES LID _ SD ..__... — —2d-- _.__....._.W_______ ........ W__________..._. S _ — zz_.. --_.. ___._...._mom_ .. ------- _ _- 1 .i INSTALL ETHERNET FIBER OPTIC CABLE INTERCONNECT EQUIPMENT AT THIS LOCATION, PROVIDE ALL NECESSARY HARDWARE AND LABOR TO CONNECT NEW FIBER OPTIC CABLE WITH EXISTING INTERCONNECT SYSTEM PER ETHERNET EQUIPMENT LIST SHEET 10. MercOtella QROFESS/ON 5116 Qo ct`v 2 R GISTERED CIVIL ENGINEER C 80507 * Exp.3-31-17 CITY OF BA KER SFI EL D 1501 TRUXTUN AVENUE qTF C/Vl\, BAKERSFIELD, CA 93301 OF cm- REV/S/ONS No. DA TE DESCRIPTION _. ..... ._.-- ._........ ........... �.........._ .... __......___..__... ____................._..._ — — 24 — — 25 u th erl an d l/ Falls Wa y SCALE: 1 "=40' JEWETTA AVENUE -z -;� - _�- 5- � 48 SMFO (FIBER OPTIC) 1 1 1 1 1 1 12 SMFO (FIBER OPTIC) 1 1 Indicates State Standard notes refer to Cal Trans State Plans page ES -1A, and COB Std T-34. Cl T Y RECORD No. File Nome: T6K204_T6K205 Snow Rd—Latest Jan 7 15_7 recover Drawn: RLT CITY OF BA KERSF/EL D, CA L IFORN/A PUBLIC WORKS DEPARTMENT Job No.: T5K208 En gin eer: RL T TRAFFIC SIGNAL SYNCHRONIZATION PLAN SHEET N0. Date: Apr. 30, 16 Checked By LS JEWETTA AVE: OLIVE DR TO SNOW ROAD 9 OF 10 0 1 2 3 J M Q I— W M O ry M 0 W O J n I I n tet' Ln NO 4 co O N 0 ro 'L Q Q L rD V7 rs 3 N O U O �I I r r� a� rD I ry 0 C V7 n O N Y co �I O N Y / 0 I N UI 11 NOTES: 10 INSTALL PULL BOX (NO. 5) WITH EXTENSION. ❑7 INSTALL NEW CONDUIT INTO EX/ST/NG PULLBOX F2 CONTRACTOR WILL FURNISH AND INSTALL MODEMS AS REQUIRED /N THE ® INSTALL OLDCASTLE SPLICE VAULT (MODEL B2436) WITH EXTENSION AND STEEL LID. PROJECT SPECIFICATIONS IN ALL CONTROLLER CAB/NETS. g❑ CONDUIT AND PULL BOXES SHALL BE INSTALLED AS SHOWN ON THE PLANS. 03 MAXIMUM LENGTH OF CONDUIT BETWEEN PULL BOXES SHALL NOT EXCEED NO PULL BOXES SHALL BE INSTALLED IN DRIVE APPROACHES, OR ACCESS 400 FEET RAMPS. ® CONDUIT SHALL BE BROUGHT INTO PULL BOXES PARALLEL TO THE EX/ST/NG 10 THE MIN/MUM BEND RADIUS SHALL BE 48"0 SURFACE (HORIZONTAL). THE TOTAL ANGULAR BEND OF CONDUIT BETWEEN PULLBOXES SHALL NOT 11 CONDUIT SHALL BE INSTALLED WITHIN SIDEWALK AREAS. SIDEWALK SHALL BE EXCEED 180 DEGREES. REPLACED TO THE NEAREST WEAKENED PLANE OR EXPANSION JOINT BEYOND THE AREA DAMAGED BY TRENCH/NG OPERATION. BOR/NG UNDER SIDEWALK © IF CONTRACTOR REMOVES EXIST/NG HANDICAP RAMP DURING CONSTRUCTION BETWEEN ONE OR MORE SEGMENTS OF SIDEWALK PANELS IS ACCEPTABLE. OPERATIONS, THE RAMP SHALL BE REPLACED WITH A NEW RAMP MEET/NG /N AREAS WHERE THERE /S NO SIDEWALK, CONDUIT SHALL BE PLACED WITHIN CURRENT ADA SPECIFICATIONS 5.5 FEET OF THE BACK OF CURB. O�O (Q ( J 28 29 30 9C J I -. _ --- i TOP VIEW 2" CONDUIT 12" (TENS Willamette Falls SECTION A—A c> IJ�U"J SCALE: 7 "= 40' _ ........... --- _ _......... w . _._._ ........ 33 — — — ay SECTION B -B JEWETTA AVENUE ' KNOCKOUT KNOCKOUT CLEAN CRUSHED ROCK SUMP, SEE STD PLAN ES -8 FOR ADDITIONAL DETAILS. GDI MODEL 170 ETHERPORT INTERNAL ETHERNET CARD ETHERNET CABLE GIGABIT ETHERNET SWITCH SC OPTICAL — PATCH CORDS SINGLE PANEL HOUSING (SPH) SC STYLE FIBER OPTIC ADAPTERS I I I I I I I GENERAL NOTES 1) THE CON TRAC TOR SHALL CONTACT THE USA L OCA TOR SERVICE 1-800-642-2444, 48 HOURS PRIOR TO EXCA VA TION. 2) ALL UTILITY LOCATIONS ON THESE PLANS ARE APPRO— X/MA TE L OCA TIONS ONL Y. I T IS THE CON TRA C TOR'S RESPONSIBILITY TO LOCATE ALL UTILITIES PRIOR TO THE START OF CONSTRUCTION. THE CITY /S NOT RESPON— SIBLE FOR U TILT TIES MARKED B Y USA THA T ARE NO T SHOWN ON THESE PLANS. 3) THE LOCATIONS OF EXISTING INTERCONNECT CONDUIT ON THESE PLANS IS AN APPROXIMATION ONLY I T IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY EXISTING CONDUIT LOCATION AND LENGTH PRIOR TO INSTALLING TRAFFIC SIGNAL INTERCONNECT CABLE. to i I q1M 12 STRAND SINGLE MODE FIBER OPTIC CABLE MAIN TRUNK FIBER ca INSTALL ETHERNET FIBER OPTIC CABLE IN TERCONNEC T EQUIPMENT AT THIS LOCATION, PROVIDE ALL NECESSARY HARDWARE AND LABOR TO CONNECT NEW FIBER OPTIC CABLE WITH EXISTING INTERCONNECT SYSTEM PER ETHERNET EQUIPMENT LIST SHEET 10. INSTALL OLDCASTLE (MODEL 32436) UTILITY VAULT WITH EXTENSION AND STEEL LID. r QRpFESS/0�� 51 NGF/ EGl TERED CIVIL ENGINEER C 80507 rn * Exp. 3-31-17 CITY OF BA KER SFI EL D 150/ TRUXTUN AVENUE qTF cm BAKERSFIELD, CA 93301 OF CALF REVISIONS No. DA TE I DESCRIPTION 1 2 3 21 r BC 1 AFA MAIN TRUNK FIBER OPTIC CABLE I £ PULLBOX WITH EXTEN TION PULL BOX (SPLICE VAULT) NTS SEALED SPLICE ENCLOSURE 0 _l TYPICAL ETHERNET FIBER OPTIC CONNECTION (SPLICE CONNECTION TO CONTROLLER CABINET) SE CORNER DETAIL N. TS. SNOW RD AT JEWETTA A VE 1 "=1o' CONDUCTOR NO TES: ETHERNET FIBER OPTIC CABLE INTERCONNECT EQUIPMENT LIST 1. CONDUITS DESIGNATED (N)EW OR (E)XIST REFER TO CONDUITS ONLY, (equipment to install at each signalized intersection) Splice Vault (0ldcastle 3048) ALL CONDUCTORS SHALL BE NEW EXCEPT WHERE NOTED AS (EX). Splice Enclosure (Corning SCF 6C22-01-72) INTERCONNECT CONDUIT NO 17C SHALL BE BORED AND 3" IN SIZE. 12 strand Single Mode Fiber Optic Cable (12 SMFO) Single Panel Housing (SPH) CONDUCTOR SCHEDULE Fiber Optic Connectors (SC Type) Patch Cords CONDUIT SIZE 2" 2" 2" 2" 2" Hardened Gigabit Ethernet Switch— INTERCONNECT A9C �� 2 (Ruggedcom Ruggedswitch RS9000) CONDUCTOR RUN 10 11 12 13 (N)EW OR (E)XIST. E E N N N GDl Model 170 — Etherport Internal Ethernet Card � � . S s- 48 SMFO (FIBER OPTIC) 1 1 1 12 SMFO (FIBER OPTIC) 1 1 EA Indicates State Standard notes refer to Cal Trans State Plans page ES -1A, and COB Std T-34. [CITY RECORD N0. File Name: T6K204_T6K205 Snow Rd -Latest Jan 7 15_7 recover Drawn: RLT TRAFFIC SIGNAL SYNCHRONIZATION PLAN SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T5K208 Engineer: RLT Date: Apr. 30, 16 Checked By. I -IS JEWETTA AVE: OLIVE DR TO SNOW RD 10 OF 10 0 1 2 3