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HomeMy WebLinkAbout3.2-568LIST OF DRAWINGS SHEE T 7 SHEE T 2 SHEE T 3 TI TL E SHEET SIGNAL PLAN INTERCONNECT PLAN CIT17 aft E 10 111, Y OO F BA ; ERSFIELD TRAFFIC SIGNA AND IGHTING SYSTEM INSTA ATION ON CALTRANS 2006 STANDARD PLANS ES- 7A ES- 4B ES- 7B T- 7 7 A20D ES -5B ES- 7B ES- 4C ES- 7E T- 72 A24A RSP A88A ES -2C @ ES- 4D ES- 7F ES- 73A A248 ES -2E EXIST UNDERGROUND ES -5C ES -7M ES -73A A24C ES -3A w w m ES -5E ES -8 M.H. ES- 73B A 24D ES -3B ES -6A �1� ES -9B P.P. A20A A24E ES- 3C ES- 6B ES- 70 A 20B ES- 4E ES- 4A ES- 7A ES- 17 A20C ES -5A 0 CITY STANDARDS S-1, S-3, S-6, S-8, S-35, S-41, T-79 CONVENTIONAL -SYMBOLS EA SEMEN T RIGH T OF- WA Y CEN TERL INE RAILROAD TRACKS CHAIN LINK FENCE ASHE ROAD AT HARRIS ROAD FEDERAL PROJECT NO CML 5909(1 0 9) ------------------------------------------------------------ EXIST CURB & GU T TER EXIST A.C. FLOWLINE EXIST. EDGE OF PA VEMEN T GUARD RAIL IMPRO VEMEN TS STREET LIGHT W/MAST ARM BENCHMARK C.O. CLEAN OUT E AUTO SCOPE © PRE-EMPTION DEVICE UTILITY SYMBOLS � EXIST WATER LINE @ EXIST SEWER LINE O - g EXIST GAS UNE EXIST STORM DRAIN EXIST AERIAL @ EXIST UNDERGROUND PROJECT ���' LINES POWER LINE Qm EXIST UNDERGROUND EXIST UNDERGROUND . TV CABLES KRIS ROA w w m � PHONE LINE M.H. MANHOLE ^F.H. �1� FIRE HYDRANT P.P. W.M. f POWER POLE ❑ WATER METER PANAMA W.V. F0_1 EXISTING MONUMENT >< WATER VALVE ❑t FUTURE MONUMENT � M GAS METER S.L. Q � G.V. BERKSHIRE �E STREET LIGHT >< GAS VALVE STREET LIGHT W/MAST ARM BENCHMARK C.O. CLEAN OUT E AUTO SCOPE © PRE-EMPTION DEVICE LOCATION MAP TRAFFIC SIGNAL ASHE ROAD AT HARRIS ROAD NOT TO SCALE FINAL PAY QUANTITIES PAVEMENT MARKING REMOVAL 970 SOFT d STATE OF CALIFORNIA gLIFOR�1 (v No TE.- THE E:THE CONTRACTOR MUST POSSESS THE FOLLOWING � VALID LICENSES: � CLASS A Or C— >O Z U No TE.- THE E:THE CONTRACTOR SHALL CONTACT THE USA LOCATOR O SERVICE 7-800-642-2444, 48 HOURS PRIOR TO � EXCA VA TION. n S. \PR0JECTS\R1 t \Projects 05-06 \ T6K126 HARRIS ASHE Q,OFESS IONv pEAN LLi C 46803 * Exp. 6-30-09 �Pj9TF cm V I OF CA,1 \F W Z Q APPROVED BY: 0 PUBLIC WORKS DIRECTOR DATE f1i APPROVAL RECOMMENDED BY:� y J SI T PUBLr WORKS DIRE TOR DATE •u. 6 c9 V CIVIL EN E R IV - DE GN ENGINEERING DATE 15 z TRAFFIC ENGINEERING TRAFFIC SIGNAL AND LIGHTING SYSTEM ASHE ROAD AT HARRIS ROAD rDATE NO 1 OF 3 SHEETS 2 a 3 O /SS PROJECT ���' LOCATION 0 Q KRIS ROA w w m � PANAMA 1 Q � BERKSHIRE ROAD Z Li Q LL HOSKING AVENUE o' 0 w LOCATION MAP TRAFFIC SIGNAL ASHE ROAD AT HARRIS ROAD NOT TO SCALE FINAL PAY QUANTITIES PAVEMENT MARKING REMOVAL 970 SOFT d STATE OF CALIFORNIA gLIFOR�1 (v No TE.- THE E:THE CONTRACTOR MUST POSSESS THE FOLLOWING � VALID LICENSES: � CLASS A Or C— >O Z U No TE.- THE E:THE CONTRACTOR SHALL CONTACT THE USA LOCATOR O SERVICE 7-800-642-2444, 48 HOURS PRIOR TO � EXCA VA TION. n S. \PR0JECTS\R1 t \Projects 05-06 \ T6K126 HARRIS ASHE Q,OFESS IONv pEAN LLi C 46803 * Exp. 6-30-09 �Pj9TF cm V I OF CA,1 \F W Z Q APPROVED BY: 0 PUBLIC WORKS DIRECTOR DATE f1i APPROVAL RECOMMENDED BY:� y J SI T PUBLr WORKS DIRE TOR DATE •u. 6 c9 V CIVIL EN E R IV - DE GN ENGINEERING DATE 15 z TRAFFIC ENGINEERING TRAFFIC SIGNAL AND LIGHTING SYSTEM ASHE ROAD AT HARRIS ROAD rDATE NO 1 OF 3 SHEETS 2 a 3 POLE SCHEDULE MASTARM SIGNALS SIGNS W3-1, W3-3 2 LOC. STANDARD LIGHTING WALK wow PPB ST. NAME SIGN VEHICLE QROFESS/ON\ DEAN R q� z SIGNALS DON'T WALK0 0 POLE OR MASTARM MOUNTED REMARKS \ \ \ E l � � REGISTER D Cl Vl L `E l EER � � C 46803 � r" TYPE IA(S) TV -2- T c SP -1- �2 � \ � O () () r(c) �8 © 0, * Exp. 6-30-09 1A Pole ' CITY OF BAKERSFIELD 15'(s) SV -1- r c 1501 TRUXTUN A VENUE 9TF /VV \_�FO�`, ® 26-4-129(s) MAS(c) SP-1-T(c) 02 08 ASHE ROAD (s) 8 11 � � BAKERSFIELD, CA 93301 CAS �\ 1 33P SQF REVISIONS Finish Grade ® TYPE 1A(s) TV-2-T(c) SP-1-r(c) �6 08 Anchor Bolts � , I \ Na. DATE DESC IF'TIC N 29-5-129(s)SP-1- r c HARRIS ROAD s 811 o . ; EX BOX 151(s) T �{ 55 (s) — e . ' e ' e ' e ' \\ CiiL VER I \A TV-2-T(c) SP-1-T(c) 04 06 2,-6„ ® TYPE IA(S) >. • e e e sV 15'(s) Top of Culvert •I.: : ; I .::.. •.: ;• . ;�� �\ ]( SCALE. � = 20 ® 26-4-129(s) MAS(c) SP -T r(c) 06 o4 ASHE ROAD (s) 811 3 1 / 45 (s) L T MA T(c) ® TYPE 1A(s) Tv -2- T(c) sP-1- r(c) 02 04al t 15'(s) MAS(c) ' �� ' \ ® 29-5-129(s) MAS(c) SP -1- T(c) 04 02 HARRIS ROAD (s) 811 Pole A Foundation Detail 55'(s) L T -MA r c N TS POLE SCHEDULE NOTES (S) City Supplied, (C) Contractor Supplied New signal poles, 1A poles, signal pole and luminaire mast arms, signal pole and luminaire mast arm connection hardware, and anchor bolts \ z I z will be City furnished and delivered by the contractor to the site from the City Airport located at 2000 So Union Ave. Contact City's Electrical Supervisor at least 48hrs prior to pick-up. All other equipment shown in the pole schedule, except street name signs shall be furnished by the contractor. All pedestrian push buttons shall be ADA and placed at a minimum height of 3'. Pole Foundations shall conform to CalTrans ' �� oz State Standard Plans and Specifications dated July 2002. �� { NO TES l Install City furnished Type 170 Controller and 332 Cabinet assembly. Service shall be 120v/240v Type III -BF, furnished & installed by Contractor. Pull box Vin front of controller shall be #6. Contractor supplied and installed pull box adjacent to P.G.& E. electrical service point shall be P.G.&E. #043459. \ \ 2] Contractor shall install conduit to primary electrical service point pull box #043459. All other pullboxes shall be #5 unless otherwise noted. 450 SQFT\ 1 \ 1 4 R1 e \ STRIPING / SIGNAGE NOTES 1 CONTRACTOR SHALL REMOVE PA VEMENT MARKINGS INDICA TED. O CONTRACTOR SHALL REMOVE AND REPLACE SIGN PANELS INDICATED. O CONTRACTOR SHALL REMOVE AND RELOCATE EXISTING SIGN PANEL ON NEW POST O CONTRACTOR SHALL REMOVE SIGN INDICATED. O APPLY THERMOPLASTIC PAINT SYMBOL INDICATED. ❑3 All new circular and arrow signal indications shall be 12 inch "LED" Red, Green and Yellow indications per specifications. �� \ ' 4 R 1 ® cutoff All luminaires shall be cutotype, 200 W HPSV. �4 # All pedestrian indication modules shall be new, LED "UPRAISED HAND" combo "WALKING PERSON", international symbol types, detailed in the specifications. 9 E E ! 5 W ---- D © All unused, salvaged material shall be delivered, by the contractor, to Wastewater Plant #2 at Mt. Vernon Ave. south of Fwy. 58. Contact the 4 City's Electrical Supervisor 24 hours prior to delivery at (661) 326-3152. O 03 � N 08 W3-1 W3-3 2 0 Location of the standards shall be 5 behind the flow line where . applicable or as directed by the Engineer at the site. w w w w �6 \` n 3 w w 6 ��08 08 O - - '- _ R�W W w.v. w.v. _ ® Install (4) City -furnished vechicular video detection cameras on luminaire most arms as shown on the plans. All wiring shall be internal to poles. _ , w w ww �� Locate camera 3[.91m] from center of luminaire. The video and power cable openings shall be 4' from center of luminaire. "�"" � ---- � 't - - - - - - - - - - 05 g❑ All utility locations shown are approximate only and represent the best information supplied by the various utility companies. Final responsibilty for locating utilities in the field is the Contractors. 4 4 R7 ® Contractor shall remove pavement markings/striping as indicated on the plan, including eighteen (18) "STOP" markings by obliterating a rectangle whose— �� _ 330 SQFT 1 limits are the edge of each word. Under NO circumstances are the letters to be removed individually. Once markings have been removed, they shall 8 �6 « \-- — — — - be replaced with temporary tape word markings until the day the signal is activated. All temporary tape pavement markings shall be removed prior to l�\ 1 1 0 SQF signal activation. Refer to Order of Work section of the specification. -® '"- ---- ---- __I_ \� �� 5 M.H. 11 Install City -furnished Opticom 711 pre-emption devices where indicated. The Contractor shall furnish and install all cables and mounting I _ Harris R61 -- hardware (PELCO AB -121). The Opticom 754 phase selector unit will be pre-installed in the cabinet by the City. Contractor shall make 1 0 1 ��O — .;� x internal connections within cabinet system. Exact hardware mounting placement shall be determined by the Traffic Engineer in the field.�� W5 Contractor shall provide for an Opticom Technician with DDL Inc. prior to signal turn on. A Opticom Rep. may be contacted 48 hrs prior 105 SQFT 1 W A to turn on at (714) 321-7513. A l F2 Contractor shall install City supplied overhead most arm street name signs and mounting brackets. I A \ 2 W3-1, W3-3 R7 4 �2 A 13 Remove and construct Case A Handicap Ramps per CalTrans RSP A88A, latest revision and install detectable warning systems on the S/W, S/E, C c c N/W, and N/E corners. Removal and replacement of curb apron will be at the Contractor's option that fulfills the requirements of the -- -- —-- ---- - - — — 0 � c �\ c c c referenced standard plan. Remove and replace curb and gutter and provide 1 foot pavement tie-in from ramp BCR to ECR and match existing 2 3 W \� for each installed Handicap Ramp. 0 02 __ 0\ ® Remove and salvage the existing streetlight on the southwest and northwest corners. Coordinate with the installation of new signal `--� luminaire. Disconnect and abandon service conduit per CalTrans State Standard Specifications, latest edition Section 86-7. Relocate O G 04 04 07 A 07 existing streetlight pullbox and preserve existing lighting circuit in place. The existing W9-2 sign on the existing streetlight on the B \� s ' ' B - - - - - northwest corner of the intersection shall be relocated and mounted per miniminum standard height and pole requirements per special < <. R/W provisions to support the exisitng sign at the new location shown on the plans. �\ R�W O _ M. _ „ f5 Contractor shall locate the top surface of the existing concrete box culvert beneath the proposed location of Pole A. The Contractor shall use 7 4 R1 caution not to damage the existing structure. The Contractor shall install the 1A pole foundation per CalTrans State Standard Plans ES -713, and 7 6 ES -11 dated July 2002 and the foundations dimensions per "Pole A Foundation Detail" this sheet. 4 CONDUCTOR NOTES: 1. Conduits designated (N)ew or (E)xist refer to conduits only, all conductors shall be new except L CB ��W 2 where noted as (Ex.). < \ \ 1 2. EJ Denotes Cal Tra1z ns Standard Note as applied to conduit runs. l . 2 CONDUCTOR SCHEDULE Ca CONDUIT SIZE 2-3" 3" 3" 3" 3" 2" 3" 3" 3" 2" 2" 2" 2" 3" 2" 2" 2" 13 W INi (E) = EX/STING CONDUCTOR - _ AATAAAZAAA CB 1291011141516 DESIGNATION (N) (E) (N) (E) (N) (N) (N) (N) (N) (N) (N) (N) (N) (N) (N) (N) (E) 4 NOTES: {U 28 CONDUCTOR 4 2 2 1 1 1 1 1 2 (\ } 9 CONDUCTOR 1 1 1 1 n CITY OF BAKERSFIELD, CALIFORNIA CONTROLLER CABINET DETAIL S/W CORNER 1 "=10' File Name: T6K126 Ashe H PUBLIC WORKS DEPARTMENT Job No.: T6K126 Date: 7/5/06 Jill OW3- 1, W.3-3 UP,' Drawn: RL T Engineer: NF Checked By - 0 1 2 3 5 CONDUCTOR 1 1 1 1 #10 LIGHTING 2 2 2 2 2 2 2 2 2 1 4 PRE-EMPTION CABLE 4 2 2 1 1 1 1 1 1 2 -- RG59/U VEHICLE DETECTION 4 2 2 1 1 1 1 1 1 2 #16 VEHICLE DETECTION CAMERA POWER 2 2 1 2 2 2 2 2 2 4 8 #8 VEHICLE DETECTION CAMERA POWER 1 1 1 1 1 1 1 1 1 1 1 2 12 PAIR 19 AWG INTERCONNECT 1 1 1 Q #4 SERVICE (PRIMARY) 3 #6 SERVICE (SECONDARY) 2 2 CITY OF BAKERSFIELD, CALIFORNIA CONTROLLER CABINET DETAIL S/W CORNER 1 "=10' File Name: T6K126 Ashe H PUBLIC WORKS DEPARTMENT Job No.: T6K126 Date: 7/5/06 Jill OW3- 1, W.3-3 UP,' Drawn: RL T Engineer: NF Checked By - 0 1 2 3 SCALE: 7 "=40' R/W R/W I R/W I II d PANAMA LANEAT ASHE ROAD CONTROLLER N/E CORNER DETAIL ' COND UC TOR 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 1`71A//i/ /17 0170 77 1 7 .,, ii r (E) = EXISTING (N) = NEW CONDUCTOR RUN 15 A 16 L 17 Q 18 Q 19 Q 20 21 A 22 Q 23 24 Q 25 A 26 27 Q 28 Q 29 DESIGNATION (N) (N) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (N) (N NOTES: C:) 12 PAIR 19AWG INTERCONNECT 9 7 7 1 9 7 7 7 7 7 7 CITY OF BAKERSFIELD, CALIFORNIA RA R/W QRpFESS /pN�\ DEAN R W R ISTEER D C;�L�l - N INFER ¢ C 46803rn * Exp. 6-30-09 CITY OF BAKERSFIELD 9501 TRUXTUN AVENUE qTF C/w- BAKERSFIELD, CA 93301 OF M- REVISIONS No. OA TE DESCRIP TION 3 / / 18 �� V Oh -19 . . ........ 190........._,_ ........-. qfk � 4 I I - SCALE 7 "=40' RIW it 25 -__.... 26 4 ASHE ROAD _.—a _..... ......... SCALE I"=40' . ,. 0 0 ASHE ROAD A T HARRIS ROAD CONTROLLER S/W CORNER DETAIL 1"=10' R/W - - — w -r--- w w w� _�--"'"'�' �... -- E E F - I . ......... _ ......... .. . .. .. -.... File Name: T6K126 Ashe Harri Drawn: RLT Traffic Signal Interconnect PUBLIC WORKS DEPARTMENT Job No.: t6k126 Engineer- NF Date: 4/5/06 Checked By Ashe Road. Panama Ln to Harris Rd IL \ I U I \ ILU /1J1 IG I I U I I IJ V L/ VU.0 VV Y, U/ L1 LUU/ `t. LL_. Z-.) FIVI, f VV CMJ UZ-U-t �LCI rIPUr UI y). PU J, 1:1