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3.2-530 Record Drawing
LIST OF DRAWINGS SHEET 1 TI TLE SHEET SHEET : 2 TRAFFIC SIGNAL AND LIGHTING SHEET SHEET 3 SIGN &c STRIPING PLAN SHEET 4 SIGNAL SPECIAL PROVISIONS SHEET 5 STREET IMPROVEMENT PLAN STREET IMPROVEMENT NOTES 1 AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING RIGHT—OF—WAY. UNLESS SECURED BY A .SUBDIVISION AGREEMENT, A DEPOSIT BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WI7HflV THE RIGHT—OF--WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 2 UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONS7R/C770N 1-800-642-2444 3 ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH REQUIREMENTS AND SPECIFICATIONS OF THE CITY OF BAKERSFIELD. TO CONSTRUCTION: AN OI°EN STREET PERMIT SHALL BE OBTAINED BY THE CONTRACTOR, SEE NOTE 1 77 -IIS SHEET. 4 A 24—HOUR N077CE REQUIRED FOR INSPEC77ON AND 7ES77NG. (661) 326—: 049 THE CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMIT PRIOR TO MOBILIZA 770N. BENCHMARK NA TIONAL GEODETIC SUR VEY 3" BRASS DISC SET IN TOP OF CONCRETE MONUMEN T STAMPED "R 825 1947" DESIGNATION "R 825" PID "FU0336 ". ELEVATION: 427.26' NA VD 88 BASIS OF. BEARING BEARINGS HEREON ARE BASED ON THE CALIFORNIA STATE PLANE COORDINATE SYSTEM ZONE 5, SAID SYSTEM REFERENCED TO THE NATIONAL GEODETIC SURVEYS (NGS) PUBLISHED POSITIONS IN THE NORTH AMERICAN DATUM OF 198,3( 3)� NAD 8 REFERENCE 2002 00, FOR COON TINUOUSL Y OPERA TION REFERENCE STA AT (CORS) FL FLOW LINE PROJECT PLANS FOR TRAFFIC SIGNAL MODIFICATION & STREET IMilillillo PVEMENTS AT BRUNDAGE LANE AND OSWELL STREET For use in connection with the Standard Plans of the State of Californic Department of Transportation p dated May 201 LOCATION MAP NOT TO SCALE LIST OF ESTIMATED MATERIALS I TEM QUA N/TY TRAFFIC SIGNAL INSTALLA TION 1 EA TRAFFIC SIGNAL INTERCONNECT CONDUCTOR 400 LF STATE OF CALIFORNIA NOTE: THE CONTRACTOR MUST POSSESS THE FOLLOWING VALID LICENSES.• CLASS A NO TE.• THE CON TRA C TOR SHALL CONTACT THE USA L OCA TOR SERVICE 1-800-642-2444, 48 HOURS PRIOR TO EXCA VA' TION. ENGINEER'S CLRl1FICATION I HEREBY CER77FY THAT THESE PLANS AND SPECIFICATIONS COMPLY WTH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRI ARIA. I AM RESPONSIBLE FOR ALL CAL`CMA 77ONS ANO DRAWINGS, EXCEPT FOR 7NE LOCA 77ONS AND ME�. !�S OFF EVS777NG U77LI7IES OR OTHER INFORMATION FROM I4Et& ON THESE PLANS ANY ERRORS, OMISS/ONS, OR VIOLA 77ONS OF ORDINANCES OR STANDARDS SHALL BE CORREC7FD DURING CONSTRUCTION. IAN J. PARKS {SATE R. E. 58 155 (ttP 6-30-16) �fREYA +L2 �- No. C58155 14 Exp, 6-30- cfv%%� C. h Z -4 -fur RE1,00DRAWIN" APPRO VED B Y.• PUBLIC WORKS DIRECTOR APPROVAL RECOMMENDED: ASSISTANT PUBLIC WORKS DIRECTOR REVIEWED B Y.• CONVENTIONAL SYMBOLS - -- -- SECTION LINE -- - - ----- EXIST. CURB &c GUTTER – – --- RIGH T– OF– WA Y --------- EXIST A. C. FLOW LINE — – CEN TERL INE — T EXIST. EDGE OF PA VEMEN T RAILROAD TRACKS �. C6 �- GUARD RAIL U) x--- x-- FENCE IMPRO VEMEN TS UTILITY SYMBOLS — WATER LINE S SEWER LINE w GAS LINE o STORM DRAIN ---- �r– — BURIED TELEPHONE 0— OIL LINE CABLE --T AERIAL TELEPHONE 4 AERIAL UTILITY CABLE OHF OVERHEAD ELECTRICAL LINE EXISTING INTERCONNECT CONDUIT M. H. Os MANHOLE F. H. -O- FIRE H YDRAN T P, P. _0_ POWER POLE" W.M. El WATER METER ® EXISTING MONUMEN T W. V. 0 WATER VALVE ® FU TURF MONUMEN T G.M. m GAS METER STREET LIGHT G. V. a GAS VALVE C.0. CLEAN OUT {b- BENCHMARK EP EDGE OF PA VEMEN T RW RIGHT OF WAY FL FLOW LINE PROJECT PLANS FOR TRAFFIC SIGNAL MODIFICATION & STREET IMilillillo PVEMENTS AT BRUNDAGE LANE AND OSWELL STREET For use in connection with the Standard Plans of the State of Californic Department of Transportation p dated May 201 LOCATION MAP NOT TO SCALE LIST OF ESTIMATED MATERIALS I TEM QUA N/TY TRAFFIC SIGNAL INSTALLA TION 1 EA TRAFFIC SIGNAL INTERCONNECT CONDUCTOR 400 LF STATE OF CALIFORNIA NOTE: THE CONTRACTOR MUST POSSESS THE FOLLOWING VALID LICENSES.• CLASS A NO TE.• THE CON TRA C TOR SHALL CONTACT THE USA L OCA TOR SERVICE 1-800-642-2444, 48 HOURS PRIOR TO EXCA VA' TION. ENGINEER'S CLRl1FICATION I HEREBY CER77FY THAT THESE PLANS AND SPECIFICATIONS COMPLY WTH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRI ARIA. I AM RESPONSIBLE FOR ALL CAL`CMA 77ONS ANO DRAWINGS, EXCEPT FOR 7NE LOCA 77ONS AND ME�. !�S OFF EVS777NG U77LI7IES OR OTHER INFORMATION FROM I4Et& ON THESE PLANS ANY ERRORS, OMISS/ONS, OR VIOLA 77ONS OF ORDINANCES OR STANDARDS SHALL BE CORREC7FD DURING CONSTRUCTION. IAN J. PARKS {SATE R. E. 58 155 (ttP 6-30-16) �fREYA +L2 �- No. C58155 14 Exp, 6-30- cfv%%� C. h Z -4 -fur RE1,00DRAWIN" APPRO VED B Y.• PUBLIC WORKS DIRECTOR APPROVAL RECOMMENDED: ASSISTANT PUBLIC WORKS DIRECTOR REVIEWED B Y.• N r7 r -) U3. �. C6 �- U) c� o�c,4. Mg 00mto n w .1 Lo U3. c� 4 4 NOTES 10 All new circular and arrow signal indications shall be 12 inch "LED" Red, Green, and Yellow indications per specifications. 02 New Luminarie shall be LED 300-W Equivalent []3 All pedestrian indication modules shall be new, LED "UPRAISED HAND" combo "WALKING PERSON", international symbol types, detailed in the specifications. All: pedestrian posh buttons shall be ADA and placed at a height of 3'. Location of the standards shall be 5' behind the flow line where applicable and as directed by the Engineer at the site. Pole locations shall be confirmed by the City inspector prior to installation. F5 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 Contractors. 0 Contractor shall relocate overhead mast arm street. name sign on Pole C and mounting brackets. Q Extend northerly conduit under existing purl box to new pull box. 0 Remove existing pull box. PHASE DIAGRAM 0407 04P OR 04 ' i 0308 1 08 04 and 07 03 and 08 04 and 08 06P 06P 0 -EQ.- -E�1- 05 01 01 02 �- _:B 02 - 02P i .e--3im. 02P 01 and 06 02 and 05 02 and 06 NOTES 1. EXISTING CONDUCTORS 2. NEW CONDUCTORS UUNDUC I OK SCHEDULE 6J2L 6J2U __j W 1 50 SIGNALS TRAFFIC SIGNAL YES y y LOC. n�, 1 50 VEHICLE DONT WALK WPW 0 ST. NAME SIGN 18 Q1 15' SV -1 -T Q. <�i > 1 1 - 4- CV CN I inch = 20 1L POLE SCHEDULE VOLTS METERED 1 50 SIGNALS TRAFFIC SIGNAL YES _ LOC. STANDARD 1 50 VEHICLE DONT WALK WPW 0 ST. NAME SIGN REMARKS Q1 15' SV -1 -T Q. 26-4-80 45,- MAS SP -1-T o2 o8 BRUNDAGE LANE EXISTING MAT -LT 1A _ TV -2-T SP -1-T 08 02 EXISTING 29A-5-80, 5' SV -1-T MAS SP -1-T 04 02 RELOCATE OSWELL STREE"' NEW STANDARD' _ 55, MAT -LT IISNS NEW PPB ID TYPE 21TS�-15 SV -2-T SP -1-T 02 o4 �2 SV -1-T _ 26-4-80 45, MAS SP -1-T 06 - BRUNDAGE LANE EXISTING MAT -LT O1A TV -2-T SP -1-T 04 o6 EXISTING @)_ 29A-5-80 15' SV -1-T MAS SP -1-T 08 o6 OSWELL STREET- R-34 50, MAT -LT _ EXISTING tA TV -2-T SP -1-T 06 y,8 _ EXISTING PEl1 PUSH- BUTTON _ POST STD. PLAN — — — 02 REMOVE AND ES-6AA SALVAGE PUSH BUTTON (DIPECK. POST STD. PLAN — — — V,4 REMOVE AND ES-6AA SALVAGE PE1. PUSH BUTT O POST STD. PLAN — — — X04 EXISTING ES-6AA . PEC. PUSH BUTTON POST STD. PLAN — — — 06 EXISTING ES-6AA PES. PUSH BUTTON P03T STD. PLAN — — — 08 EXISTING ES�-6AA QaCFE§$71�; FF �P���FFREY��QFy� W �N rt r NO. C5815! i j Exp. 6-30-1 ? EXISTING SERVICE: 120V/240V TYPE III -BF W/70 AMP, 240 VOLT, DOUBLE POLE MAIN BREAKER WITH WINDOW FOR PHOTOELECTRIC UNIT (PEU), AND THE FOLLOWING BRANCH CIRCUIT BREAKERS: BREAKERS: N0. AMPS VOLTS METERED 1 50 1 110 TRAFFIC SIGNAL YES 2 50 1 110 LIGHTING YES 1 50 1 110 IISNS YES R E R A W I NG -j a 5 N0. 2 1*1 N •- Q1 Q; h Q. N0. 2 1*1 7-2 GENERAL - The work embraced herein shall be done in accordance with the Standard Specifications dated July, 2002, and the Standard Plans dated July, 2002, of the State of California Department of Transportation insofar as the same may apply and in accordance with the following special provisions. In case of conflict between the Standard Specifications and these special provisions, the special provisions shale take precedence over and be used in lieu of such conflicting portions. 7-2.01 FOUNDATIONS. Foundations shall conform to the provisions in Section 86-2.03 "Foundations" , of the Standard Specifications and these special provisions. The Contractor shall furnish the nuts and washers to be used for new foundations and shall furnish the appropriate nuts and washers for existing foundations to be reused. When foundations are to be abandoned as shown on the plans the last paragraph of Section 86-2,03, "Foundations", shall be amended to read: When a foundation is to be abandoned, the top of foundation, anchor bolts, and conduits shall be removed to a depth of not less than three 3 feet below surface or unimproved ground. The resulting hole shall be backfilled with material equivalent to the surrounding material. O u ce of sidewalk All pull boxes and signal standard foundations where the signal standard is to be installed in an un -improved area shall be provided with a concrete pad having a minimum of 6" clearance from the edge of the pull box and CIDH foundation. 7-2.02 CONDUIT. Conduit shall conform to the provisions in Section 86-2.05, "Conduit", of the Standard Specifications and these special provisions. Conduits may be installed by either lacking/drillin or open trench methods 86-2.05C, "Installation", of the Standard Specifications.Open trench instlation in otherwise ay menshown shall conform plans. following specifications:gjacking g or drilling shall conform to Section a. Conduit shall be rigid non-metallic e. Conduit shall be -lac P placed under existing pavement in a trench rock saw g P c not to exceed six 8 inches in wed a and all loose O width. Trench shall b uncom ty a cut using acted ma a tenet shall all b r P eemv removed from 9 om the bottom of the trench riot to placement of t conduit. P P The to f minimum of eighteen - o the installed conduit h g to twenty one (18-21) inches below grade. P shall be a b. The conduit shall be placed in the bottom of the trench and the trench shall b e backfilled with th a two 2 sack slurry ur cement backfill. within O Slur t 0.20 foo cement et of the rY backfill shall pavement a i be I e t or open Slurry aced to e ground d surfs coo. Th p P e to 0. 9 20 feet et shalt be backfilled with asphalt concrete produced from commercial quality paving asphalt and aggregates. Conduit placed in a trench outside pavement or sidewalk areas shall be backfilled with a -two 2 sack slurry cement backfill. C. Prior to spreading asphalt concrete paint binder O �' Spreading and compacting shall be applied as specified in Section il-04.02, "Prime Coat and Paint Binder", of the Standard S om actin Specifications. P of asphalt ' p s 9 It eon P P a stele shall 9 P all be pp erform density. P ed by any method which will produce an asphalt concrete surface of uniform smoothness, texture, and d. All excavated areas in the pavement shall be backfilled except for the top 0.20 foot, by the end of each work day. The top 0.20 foot shall be placed within three 3 woricing days after trenching. Temporary roadmix or other acceptable temporary surface will be allowed on the top 0.20 feet until such a time as the permanent asphalt surface is placed. Dependent upon adverse soil conditions or other circumstances encountered at the time of construction, the Engineer may specify which of the above methods may be used. A pull rope shall be installed in aNsignal conduits new or existing. The pull rope shall be nylon or polypropylene with a minimum of pull rope shall be doubled back into the conduit at each termination. tensile s e strength of 500 pounds. At least 2 feet 7-2.03 PULL BOXES. Pull boxes shall conform to the provisions in Section 86-2.06, "Pull Boxes", of the Standard Specifications and these special provisions. Recesses for suspension of ballasts will not be required. All pull boxes shall be No. 5 with a 6" minimum concrete apron if pull boxes are not located within sidewalk. 7-2.04 CONDUCTORS AND WIRING. Conductors and wiring shall conform to the provisions in Section 86-2.08 "Conductors", and Section 86-2.09, ' Wirin " of the Standar Specifications and these special provisions. 9 , d Conductors - The Contractor shall use multi -conductor electrical cables for all circuits except lighting, video power and between the serviceoint and controller pcabinet. Conductors shall be spliced by the use of "C" shaped compression connectors as shown on Standard Plan ES -13. Splices shall be insulated by "Method B". The optical cal detector cable 3 - M O ticom Model 138 or equal) shall have four of AWG # 20 (7X28) standard individually tinned drain wire to provide signalnal integrity tyarid transientprotecti n.T�e individually tinned copper, color -coded insulation shall be as follows: a. Orange for delivery of optical detector power (+) b. Negative return wire for optical detector power (-) c. Yellow for optical detector signal #1 d. Blue for optical detector signal #2 The Contractor shall arrange for a qualified Opticom technician to be present at each signal tum on. A representative servicing the Bakersfield area may be contacted at (714) 321-7513. The insulation for all conductors shall be type THW polyvinyl chloride. 7-2.05 SERVICE. Service shall conform to the provisions in Section 86-2.11, "SERVICE", of the Standard Specifications and these special provisions. Unless otherwise noted, service shall be as shown on the plans for the signal installation Stine Rod and Ryzona Street. The installation shall be furnished with 70 amp, 240 volt, 3 pole 7-2.07A.1 General 1.1 Each module shall consist of an assembly that utilizes LEDs as the light source in lieu of an incandescent LED for use in traffic signal sections. 1.2 The LEDs utilized in the modules shall be AIInGaP technology for red, amber and yellow indications, or GaN for green indications, and shall be the ultra bright type rated for 1 00, 000 hours of continuous operation from -40'C to +74° F 1.3 The modules shall be rated for a minimum useful life of 48 months. All modules 1.4 The individual LEDs shall be wired such that a catastrophicto dues shall meet all parameters of this specification during this period. or the failure of one or more LE ss D will not result in the loss of the entire module. 1.5Electrical 1.5.1 Power Consumption 1.5.1.1 Maximum ower consum i requirements P u cements for the modules odules are as follow i p s n Watts 1.5.1.2 LED modules will have EPA Energy Star compliance ratings, if applicable ) 1.5.2 Operation Voltage 9 , to that shape, size and color. 1.5.2.1 The modules shall operate from a 60 HZ k3 HZ AC line over a voltage ranging from 95 volts to 135 volts. The fluctuations of line voltage shall have no visible effect on the luminous intensity of the indications: 1.5.2.2 Operating voltage of the modules shall be 120 VAC. All parameters shall be measured at this voltage. 1.5.3 Power Factor The LED signal module shall have a power factor of 0.90 or greater. 1.5.4 THD Total harmonic distortion (current and voltage) induced into an AC power line by an LED signal module shall not exceed 20 percent. 1.5.5 Surge Suppression The signal module onboard circuitry shall include voltage surge protection to withstand high repetition noise transients as stated in Section 2.1.6 of NEMA St n TS -2, 1992. a dard 1.5.6 The LED circuitry shall prevent perceptible flicker to the unaided eye over the voltage range specified above. 1.5.7 All wiring and terminal blocks shall meet the requirements of Section 13.02 of the ITE Publication: Equipment and Material Standards Chapter 2 V Signal Heads). p (Vehicle Traffic Control 1.5.8 Compatibility The modules shall be operationally compatible with currently used controller assemblies (solid state load switches, flashers, and conflict monitors). Review TEES Chapters 3 and 6 for specifications on these devices. 1.5.8.1 When a current of 20 mA AC (or less) is applied to the unit, the voltage read across the two leads shall be 15 VAC or less, 1.5.9 The modules and associated onboard circuitry must meet Class A emission limits referred in Federal Communications Commission (FCC) Title 47, Subpart B, Section 15 regulations concerning the emission of electronic noise. 1.6Photometric Requirements 1.6.1 The minimum initial luminous intensity values for the modules shall be as stated in Table 2-2 and/or Table 2-4 at 25°C. i .6.1.1 The modules (excluding yellow) shall meet or exceed the illumination values as shown in Table 2-3 and/or Table 2-5, throughout the useful life based on normal a use in e a traffic c si nal operation ov r the o era lio temperature erature ra n e.1.6.1.2Yellow module sl1 meet or exceed the inalion values as shown in Table 2-3 and/or Table 2-5, throughout the useful life based on normal use in a traffic signal operation at 25°C. 1.6.2 The measured chromaticity coordinates of the modules shall conform to the chromaticity requirements of Table 2-6 throughout temperature range. Y q gout the useful life over the operating 1.7Ph is I ys a and Mechanical Requirements LED traffic signal modules shall be designed as retrofit replacements for existing optical units of signal indications and shall not require special tools for installation. See appropriate sections for Type 1 and Type 2 modules. 1.8 Environmental Requirements 1.8.1 The LED signal module shall be rated for use in the operating temperature range of -40°C( -40°F) to +74°C (+165°F). The modules shall meet all specifications throughout this range. 1.8.2 The LED si nal module shall be rotected again internal components. P ga st dust and moisture intrusion per the requirements of NEMA Standard 250-199 1 for Type 4 enclosures to protect all 1.9 Construction 1.9.1 The LED signal module shall be a single, self contained device, not requiring onsite assembly for installation into an existing traffic signal housing. The power suppl for the module shall be integral to the unit. Y 1.9.2 The circuit board and power supply shall be contained inside the module. Circuit boards shall conform to Chapter 1, Section 6 of the "Transportation Electrical Equipment Specifications". 1.9.3 The assembly and manufacturing process for the LED signal assembly shall be signed to assure all internal components are adequately supported to withstand mechanical shock and vibration from high winds and other sources. 1.10 Materials 1.10.1 Material used for the lens and signal module construction shall conform to ASTM specifications for the materials. 1 10.2 Enclosures containing either the power supply or electronic components of the signal module shall be made of UL94VO flame retardant materials. The lens of the signal module is excluded from this requirement. 1.11 Module Identification 1.11.1 Each module shall have the manufacturer's name, trademark, model number; serial number, date of manufacture (month -year), and lot number as identification permanently marked on the back of the module. 1.11.2 The following operating characteristics shall be permanently marked on the back of the module: rated voltage and rated power in Watts and Volt -Ampere. 1.11.3 Each module shall have a symbol of the tarpe of module i.e. circle, arrow, etc.) in the color of the module. The symbol shall be one inch (25.4 mm) in diameter. Additionally, the color shall be written out in r'2 letters next to the symbol. 1.11.4 If a specific mounting orientation is required, each module shall have prominent and permanent marking(s) for correct indexing and orientation within a signal housing. The markings shall consist of an up arrow, or the word "UP" or "TOP". 7-2.07A.2 Type 1 Traffic Signal Module The following specification requirements apply to the Type 1 module only. Ali general specifications apply unless specifically superceded in this section. 2.1T pe 1 modules can be manufactured under this specification for the following faces: 2.1.1 300 mm circular 2.1 .2 200 mm circular 2.1.3 300 mm arrow 2.1.4 Bicycle indication (future) 2.1.5 Lane Control (future) 2.2Physical and Mechanical Requirements 2.2.1 The module shall fit into existing traffic signal section housings built to the specifications detailed in ITE Publication: Equipment and Material Standards, Chapter 2 (Vehicle Traffic Control Signal Heads). 2.2.2 Each Type 1 module shall be designed to be installed in the doorframe of a standard traffic signal housing. The Type 1 module shall be sealed in the doorframe with a one-piece EPDM (ethylene propy leve rubber gasket. 2.2.3 T ) The maximum weight of a Type 1 module shall be a 1.8 kg (4 lbs.). 2.2.4 Each Type 1 module shall be a sealed unit to include all parts necessary for operation (a printed circuit board, power supply, a lens and gasket, etc.), and shall be weather proof after installation and connection. 2.2.5 Conductors Two secured, color coded, 600 V, 20 AWG minimum, jacketed wires, conforming to the National Electric Code, rated for service at +105° C, are to be provided for electrical connection for each Tye 1 LED si nal module. Conductors for Type 1 modules Type `� yp dues shall be 1 M in length, with quick disconnect terminals attached and shall conform to Section 86-4. OIC, "Electrical Components9', of the Standard Specifications. 2.2.6 If specified in the purchase order, the module will be equipped with an adapter that will screw into the medium the quick disconnect terminals at the end of the conductors for the module. The electrical contacts of the adapters all be made de of brasshe adapter shall be able to accept 2.3 Lens 2.3.1 The lens of the Type 1 module shall be integral to the unit, shall be convex with a smooth outer surface and made of plastic or of glass. 2.3.2 The lens may be tinted or may use transparent film or materials with similar characteristics to enhance ON/OFF contrasts. 3.3.2.1 The use of tinting or other materials to enhance ON/OFF contrasts shall not affect chromaticity and shall be uniform across the face of the lens, exhibiting evidence of deterioration. 2.3.3 The LED signal module lens shall be W stabilized and shall be capable of withstanding ultraviolet (direct sunlight) exposure for a minimum period of 60 months without 2.3.4 If a polymeric lens is used, a surface coating or chemical surface treatment shall be used to provide front surface abrasion resistance. 7-2.07A.3 Type 2 Traffic Signal Module The following specification requirements apply to the Type 2 module only. All general specifications apply unless specifically superceded in this section. 3.1T ,pe 2 modules can be manufactured under this specification for the following faces: 3.1.1 300 mm circular 3.1.2 200 circular 3.1.3 300 mm arrow 3.1.4 Programmed Visibility (red, yellow, green) 3.2 Physicaf and Mechanical Requirements 3.2.1 The module shall fit into existing traffic signal section housings built to the specifications detailed in the ITE Publication: Equipment and Material Standards, Chapter 2 Vehicle Traffic Control Si nal Heads), with the existing lens, reflector and LED socket remaining in place, and without modification to the housing. 3.2.2 �ach Type 2 module shall -be designed to mount in the standard LED socket normally used with an incandescent LED. 3.2.3 The maximum weight of a Type 2 module shall be 1.4 kg (3lbs). 3.2.4 Type 2 modules shall be a sealed unit containing all components necessary for operation. 3.3 The installation of a Type 2 module shall not require any removal of, or modification to the standard LED socket or reflector, The installation of a Type 2 module shall not require special tools. 7-2.07A.4 300 mm Arrow The following specification requirements apply to the 300 min arrow r nodule only. All eneral specifications apply unless . n i 4.1 The arrow module shall meet specifications stated in Sects on 9.01 of th I g • P pP Y fperia) to s Standards. ha in r , s section. Vit -he TE Publication: Equipment and Meterial Standards .Chapter.' (Vehicle Traffic Control Signal Heads) for arrow indications. 4.2 The LEDs shall be spread evenly across the illuminated pc rtion of the arrow area. 7-2.07A.5 300 mm Bicycle The following specification requirements apply to the 300 mm bicycle module only. All general specifications apply unless specifically superseded in tits section. 5.1 The bicycle module shalt approximate shape and size spoor ifications as shown in Ficlure 6-1 for bicycle signal face. Caltrans shall m; ike the final determination as to the conformance to the intent of the specification. 5.2 The LEDs shall be spread evenly across the illuminated pc rtion of the bicycle area. 7-2.07A.6 300 mm Programmed Visibility (PV) The following specification requirements apply to the 300 mm PV mo:iule only. All general specilications a ply unless specifically suPerceded in this rection. 6.1 The module shall be a type 2 module designed and constructe Ito be installed in a ro rarnm v' 'pp y 6.2 The LEDs P 9 ed isibrlity (PV) signed housing without modificati m to the housing. shall be spread evenly across the module. 7-2.07A.7 300 mm Lane Control The followingspecification re Iuirements apply I to the 3 OOmml lane cc ntral m odufe only. Th I ane control module e is a single, combination module Witt both a red X and green arrow.All general specifications apply unless specifically superseded in this s ection. 7.1 The lane control moduleh 11 s a approximate shape and size sPe,.if ce#inns as shown in Figures 8- 1 and 8- 2for lane control modules. Caltrans sl i a make II a e the final determination as to the conformance to the intent of the specificati 3n. 7.2 Three secured, color coded, 600 V, 20 AWG minimum, lackete d wires, conforming to the National Electric Code, rated for service at +105°C, a e to be provided for electrical connection n t fore h lane ac a e control LED signalnal module, Conductors for this module shall be Min l en 9th, with quick disconnect terminals attached e nd shall conform to Section 86-4- OC, "Electrical Components", of the Standard Specification s. The color node is as follcws: FunctionColorneutralwhitered Xredgreen arrowbrown 7.3 The LEDs shall be spread evenly across the illuminated portion s of this module. 7-2.07A.8 Quality Assurance 8.1 The modules shall be manufactured in accordance with a main facturer quality assurance (QA) program. The QA Fir gram shall include two les of quality. assurance: (1) design quality assurance and (2) production quality assurance. T ie production quality assurance shall include statistically controlled routine teAs to ensure minimum rformance levels of LED signal modules to meet this s ecificati m s 9 p and a documented process of how,problems are to be resolved. 8. QA_process and test results documentation shall be kept on file for a minimum period of seven years. 8.3 LED signal module designs not satisfying design qualifpcation t(!sting and the production quality assurance testing performance requirements described below shall not be labeled, advertised, or sold as conforming to this specification. 8.4 Design Qualification Testing 8.4.1 Design Qualification Testing shall be performed by them anufacturer or an independent testing lab hired by the manufacturer on new LE[ t module designs, and when a major design change has been implemented on an existingg dE sign. A major design change is defined as a design change (electrical or physic all which changes any of the performance characteristics of the module, results in a differei it circuit configuration for thB power supply, or chances the layout of the individu at LEDs in the module. 8.4.2 A quantity of two units for each design shall be submitter for Design Qualification Testing. Test 8.4.2.1 T e t U nit s shall all be submitted g to Caltrans Translab E}ectrical Testing Branch after the manufacturer's testing is complete. 8.4.2.2 Manufacturer's testing data shall be submitted wilt test units for Caltrans verification of Design Qualifiaation Testing data. 8.4.3 Burn In. The samplemodules shall be energized for a minimum of 24 hours, at 100 percent or -time duty cycle, at a temperature of +74°C (+165° I'), before performing any design qualification testing. 8.4.4 Any failure of the module which renders the unit non-cor !pliant with the specification after burn in, shall be cause for rejection. 8.4.5 For Desi n Qualification fication foo tin s all specifications cations will 9 be measure including, t ' P d c udPn . but n limited g. o mrted to: 8.4.5.1 Rated Initial Luminous Intensity, measured at +25° :. 8.4.5.2 Chromaticity (Color), measured at +25° C. 8.4.5.3 Electrical All specified parameters shall be measured and used for c uality comparison of production quality assurance on production modules (rated power, etc). 8.4.5.4 Equipment Compatibility. Modules shall be tested for compatibility with the controlfe unit, conflict monitor, and load switch. Each signal module shall be connected to the out of standard switch in the "off' position. The AC voltage developed across each LED signal module so connected shall not exceed 10V m)s as the inp at AC voltd star from loaa V rms to 135 V rms. age f a 8.4.5.5 Mechanical vibration testing shall be as per MiL-S" -D-883, Test Method 2007, using 3 four minute cycles along each x, y and z axi at a force of 2.5 Gs, with a frequent sweep from 2 HZ to 120 HZ. The loosening of he lens, or of any internal components, or other phya>ical damage shall be cause for rejection. 8.4.5.6 Temperature cycling shall be performed as per Mll. STD -883, Test method 1010. The temperature range shall be per "Environme nal Requirements". A minimum of 20 cycles shall be performed with a 30 minute transfer time between temperature extremes and a 30 minute dwell time at eac i temperature. Module(s) being tested shall be energized and functioning throughou : the duration of the test. Failure of a module to function properly or any evidence of cracking of the mole lens or housing after temperature cycling shall be cause fo- rejection. 7-2.07A.9 Production Quality Control Testing. 9.1.1 The following Production Quality Assurance tests shall bre performed on each new module prior to shipment. Failure to meet requiremen s of any of these tests shall be cause for rejection. Test results shall be retained by the mane facturer for seven years. 9.1.2 Burn -in period shall consist of each signal module being energized at rated voltage for a 30 minute stabilizationeriod before the mea sur P sur.ment is made (except for 9.1.3ellow modules). Each module shall be tested for rated initial intensity after bum -in. 9.1.3.1 A single point measurement, with a correlation to t ie intense molule q s, rn requirements of Table 2-2 for circular may to used. 9.1.3.2 The ambient temperature for this measurement sh, ill be +25° (+77°F). 9.1.3.3 Each module not meeting minimum luminous inten 3ity requirements per Table 2-2 or Table 2-4 shall be cause for rejection. 9.1.4 Each module shall be tested for required power factor aft(,r burn -in. 9.1.5 Each module shall be measured for current flow in ampei as after burn -in. The meas tired current values shall be compared against rated values resulting from design 9 uatifi 9 cation m r Esso ements under "Design q n ualifica i n Q t o Tester ". The Curren � 9 9 t flow shall not exceed the rated value. 9.1.6 Each module shall be visuallyinspected for any exterior I hysical damage or assembly anomalies. Careful attention shall be paid to the s irface of the lens to ensure are r n e o scratches (abrasions), cracks, chips, discoloratioi i or other d f P e este. Any suci defect shall be cause for rejection. 7-2.07A.10 CERTIFICATE OF COMPLIANCE. The Contractor shall 1 rovide the Engineer a Certificate of Compliance from the manufacturer in actor lance with theprovisions of Section 6-1.07, "Certificates of Compliance," of the Standard Specifice tions. The certificate shall ,.ertify that the LED signal modules comply with the n.quirements of these specifications. Said certificate shall also certify the LED signal modules conform to the pre -qualified and testing approval cfCalTrans and was manufactured in accordance PP with the CalTrans quality control program. The certificate shall also include a -copy of all applicable test reports on the LD signal modules. 7-2.07A.1 I MAINTENANCE PERIOD AND REPLACEMENT MODULES. Three extra modules of each size and type that are furnished for this prof act shall be delivered to the Engineer for use as replacements for modules that may fail. 7-2.07A.12 GUARANTEE. LED signal modules shall be guaranteed t y the Contractor by supplyi ig the City with the original manufacturer's warranty after the project is accepted by the Engineer. The warranty duration shall be as outlined under the foll )wing warranty section. 7-2.07A.13 WARRANTY. The manufacturer shall provide a written wr rranty against defects in materials and workmanship for the LEDsignal module; for a period of 36 months after installation of the modules. Replacement modules shall be provided promptly after receipt of modules that have failed at no cost to the City except cost of shipping of the failed modules. All warranty documentation shall be given to the Engineer pror to installation. 7-2.08A.1 LIGHT EMITTING DIODE COUNTDOWN PEDESTRIAN SIONALS Countdown pedestrian signals shall consist of Portland orange numbe s that are at least 6 inches in height on a black opaque background. The counts own pedestrian signal shall be located immediately adjacent to the associated UPRAISED HAND (syi nbolizing DONT WALK) pecestrian signal head indic<<tion. The display of the number of remaining seconds shall begin only at tht beginning of the pedestrian change interval (flashing UPRAISED HAND). After the countdown displays zero, the display shall remain dark until the beginning of the next countdown. The countdown pedestrian signal shall display the number of seconds -emaining until the terminaton of the pedestrian change interval(flashing UPRA SED HAND). Countdown displays p ys shall not be used during the walk interval or during the red clearance interval of a concurrent vehicular phase. For crosswalks where the pedestrian enters the crosswalk more than 100 feet from the countdown pedestrian signal display, the numbers should be at least 9 inches in height. Because some technology includes the countdown pedestrian signal k gic in a separate timing device that is independent of the timing in the traffic signal controller, care should be exercised by the engineer when timing changes are made to pedestnai i change intervals. If the pedestrian change interval is interrupted or shortened as a part o a transition into a preempt on sequence (see Section 4E.06), the countdown peidestrian signal display should be discontinued and go dark immediately upon activation of the preeml tion transition. 1.5.3 Power Factor The LED signal module shall have a power factor of 0.90 or greater, 1.5.4 THD Total harmonic distortion (current and voltage) induced into an. AC power fine by an LED signal module shall not excesd 20 percent. 1.5.5 Surge Suppression The signal module onboard circuitry shall include voltage surge pr otection to withstand high repetition noise transients as stated in Section 2.1.6 o' NEMA Standard TS -2, 1992. 1.5.6 The LED circuit ryshall prevent perceptible flicker to the unaided eye over the voltage range , .ecified above. 1.5.7 All wiring and terminal blocks shall meet the requirements of Se,:tion 13.02 of the ITE Publication: Equipment and Material Standards, Chapter 2 (Vehicle Traffic Control Signal Heads 1.5.8 Compatibility The modules shall be operationally compatible with currently uses controller assemblies (solid state load switches, flashers, and conflict monitors) Review TEES Chapters 3 and 6 for specifications on these devices. 1.5.8.1 When a current of 20 mA AC (or less) is applied to the unit, the voltage read across the two leads shall be 15 VAC o- less. 1.5.9 The modules an i d associated billboard circuitry must meet Class 4 emission Limits referred to in Federal Communications Commission (FCC) Title 47, Subpart B, Section 15 regulations concerning the emission of electronic noose. 1.6 Environmental Requirements 1.6.1 The LED signal module shall be rated for use in the operating ten perature range of -40°C (-0° F) to +74°C (+1 65°Fi. The modules shall meet a I specifications throughout this range. 1.6.2 The LED signal module shall be protected against dust and moist ire intrusion per the requirements of NEMA Standard 250-1991 for Type 4 ends sures to protect all internal components. 1.7 Construction 1.7.1 The LED signal module shah be a single self contained device, r t requiring onsite assembly for Installation into an existing traffic signal housing. The power supply for the module shall be integral to the unit. 1.7.2 The circuit board and power supply shall be contained inside the nodule. Circuit boards shall conform to Chapter 1, Suction 6 of the "Transportation Electrical Equipment Specifications". 1.7.3 The assembly and manufacturing process for the LED signal asst mbly shall be adequately designed to a ssure all internal components are shock and vibration g P .qu tery suppo ted to withstand mechanical from high winds and other sources. 1.8 Materials 1.8.1 Material used for the lens and signal module construction shall cc iform to ASTM specifications for the materials. 1.8.2 Enclosures containing either the power supply or electronic comp ments of the signal module shall be made of UL94VO flame retardant materials. The lens of the signal module is excluded from this requirement. 1.9 Module Identification 1.9.1 Each module shall have the manufacturer's name, trademark, model number, serial number, date of manufacture (month -year), and lot number aE identification permanently marked on the back of the module. 1.9.2 The following operating characteristics shall be permanently mark �d on the back of the modu'e: rated voltage and rated power in Watts and Volt -A npere. 1.9.3 if a specific mounting orientation is required, each module shall he ve prominent and permanent marking(s) for correct ndexing anc orientation wit iin a signal housing. The markings shall consist of an up arrow, or the word 'UP_ or "TOP". 7-2.08A.2 Type A Pedestrian Signal Face (Countdown Pedestrian S gnal per MUTCD 4E.07) The following specification requirements apply to the walking person se :tion only. All general specs ications apply unless specifically superseded in this !ection. 2.1 General 2. 1.1 Pedestrian signal face modules shall be designed to mount behin J or replace the existing face plate of existing Type__'A" housing as specified bi the requirements in the ITE Publication: Equipment and Material Standards, Chapter 3 (Pedest ian Traffic Control Signal Indications). 2.1.2 The design of the modules shall require a specific mounting orienta ion. 2.2 Photometric Requirements 2.2.1 Each module shall provide an average luminous intensity of aeast 3,750 candela/m` for "Hand" and 5,300 candela/m* or "Walking Person" symbol throughout the useful I fe over the operating temperature range. 2.2.2 The uniformity ratio of an illuminated symbol shall not exceed 4 to 1, between the highest luminance area and the lowest luminance area in the module. 2.2.3 The color output of the module shall conform to the requiremeis of Section 5.3 in the ITE Publication: Equipment and Material Standards, Chapter 3 (Pedestriar Traffic Control Signal indications). 2.2.3.1 "Hand" shall be Portland orange. Not greater than 0.390, non ess than 0.331, nor less than 0.997-x. 2.2.3.2 Walking person shall be lunar white. x: not less than 0.290, nor greater than 0.330 y: not less than 1.5x--0.175, nor greater than 1.5x-0.130 2.3 Physical and Mechanical Requirements 2.3.1 The module shall be designed to be used in the pedestrian sigral section as retrofit' replacement for existing signal LEDs and shall not require special tools for installation. 2.3.1.1 The module shall fit into existing pedestrian signal section housings built to the PTCSH specifications without modification to the housing. 2. II no I than 165 mm. 3.2 The height of each symbol on the module shall be not less than 2 mm n width module s a t be less t a g sy b t a 50 and the dt of each symbol on the m 2.4 Construction The modules shall be a single, self-contained device, not requi ing on-site assembly for installation into an existing Type "A" housing. 7-2.08A.3 Quality Assurance 3.1 The modules salt be manufactured in accordance with a man uiacturer qualify assurance (QA) program. The QA program shall include two types of quality assurance: (1) des.gn quality assurance and (2) production quality assurance. The production quality assurance sha I include statistically controlled routine tests to ensure minimum performance levels cfLED signal modules built to meet this specification, and a documented process of how problems are to be resolved. 3.2 QA process and test results documentation shall be kept on file tr a minimum period of seven years. 3.3 LED signal module designs not satisfying design qualification te:)ging and the production quality assurance testing performance requirements described below shall no' be labeled, advertised, or sold as conforming to this specification. 3.4 Design Qualification Testing 3.4.1 Design Qualification Testing shall be performed by the manuf,icturer or an independent testing lab hired by the manufacturer on new LED module designs, and when a major design change has been implemented on an existing design. A major design change is defined as a design change (electrical or physical) which changes any of he performance characteristics of the module results in a different circuit configuration for the power supply, or =changes the layout of the individual LEDs in the module 3.4.2 A quantity of two units for each design shall be submitted for Design Qualification Testing. 3.4.2.1 Test Units shall be submitted to Caltrans Laboratory, Electrke I Testing Branch, after the manufacturer's testing is complete. 3.4.2.2 Manufacturer's testing data shall be submitted with test units for Caltrans verification of Design Qualification Testing data. 3.4.3 Burn In The sample modules shall be energized for a minimum of 24 hours, at 100 percent on --time duty cycle, at a temperature of +74° C(+165° F), before performing any design qualification testing. 3.4.4 Any failure of the module, which renders the unit non-compliant with the specification after burn in, shall be cause for rejection. 3.4.5 For Design Qualification Testing, all specifications will be meaiaired including, but not limited to: 3.4.5.1 Rated initial Luminous Intensity, measured over the operating temperature range. 3.4.5.2 Chromaticity (Color), measured over the operating tem o=rature range. 3.4.5.3 Electrical. All specified parameters shall be measured and used for qualitz -,omparison of production quality assurance on production modules (rated power, etc.). 3.4.5.4 Equipment Compatibility. Modules shall be tested for compatibility with the controller unit conflict monitor, and load switch, Each signal module shall be connected to the output of a standard load scotch, connected P ty 9 "off" position. The AC voltage developed across each LEC to an AC voltage supply between the values of 95 arc 135 VAC, with the input to the load switch in the p g P signal module so connected shall not exceed 10 V rms as the input AC voltage is varied from 95 V rms to 135 V rms. 3.4.5.5 Mechanical vibration testing shall be as per MIL -STD -883 Test Method 2007, using 3 four minute cycles along each x, y, and z axis at a force of 2.5 Gs, with a frequency sweep from 2HZ to 120 HZ. The loosening of the lens, or of airy internal components, or other physical damage shall be cause for rejection. 3.4.5.6 Temperature cycling shall be performed as per MIL -STD -883, test method 1010. The Temperature ran a shall be per'Environmental Requirements". A minimum of 20 wiles shall be performed with a 30 minute transfer time between ten iperature extremes and a 30 minute dwelptime at each temperature. Modules being tested shall be energizexi and functioning throughout the duration of the test. Failure of a module to function properly or an evidence of cracking of the module dens or housing after temperature cycling shall be cause for rejection. P P y 3.4.5.7 Moisture resistance shall be performed on all modules mounted in a standard type "A" pedestrian housing per NEMA Standard 250-1991 for Type 4 enclosures. Any evidence of internal moisture after testing shall be cause for reiection. 7-2.08A.4 Production Quality Control Testing. 4.5.1 The following Production Quality Assurance tests shall be performed on each new module prior to shipment. Failure to meet requirements of any of these tests shall to cause for rejection. These results shall be retained by the rianufacturer for seven years. 4.5.2 Burn -in period shall consist of each signal module being energized at rated voltage or a 30 minute stabilization period before the measurement is made. 4.5.3 Each module shall be tested for rated initial intensity after bum -in. 4.5.3.1 A single point measurement, with a correlation to the irttiensity requirements of Section 1.04 of the VTCSH for circular modules, maybe used. 4.5.3.2 The ambient temperature for this measurement shall be a +25° C (+77° F). 4.5.3.3 Each module not meeting minimum luminous intensity requirements of 3,750 cd/m* for Hand and 5300 cd/m2 for Walking Person Symbol shall be cause for rejectioi 4.5.4 Each module shall be tested for required power factor after burr -in. 4.5.5 Each module shall be measured for current flaw in amperes after burn -in. The measured current values shall be compared against rated values resulting from design qualification measurement under "Design Qualification Testing". 'rhe current flow shall not exceed the rated value. 4.5.6 Each module shall be visually inspected for any exterior physical damage or assemblyanomalies. Careful attention shall be paid to the surface of the lens to ensure there ere no scratches (abrasions), cracks, chips, discoloration, or other c efects. Any such defecshall be cause for rejection. 7-2.08A.5 Maintenance Period and Replacement Modules Three extra modules of each size and type that are furnished for this project shall be delhrered to the Engineer for use as replacements for modules that may fail. 7-2.08.6 Guarantee Pedestrian Signal Face (Countdown Pedestrian Signal per MUTCD ,1, .07) section modules shall be guaranteed by the Contractor by supplying the City with the original manufacturer's warranty after the project is accepted by the Engineer The warranty duration shall be as outlined under the following warranty section. 7-2.08A.7 Warranty, The manufacturer shallpprovide a written warranty against defects in r aterials and workmanship for the Pedestrian Signal Face (Countdown' Pedestrian Signal per MUTCD 4E.07) modules for a period of 60 months after installation of the modules. All warranty documentation shall -be given to the Engineer prior to installation. Three extra modules of each size and are furnished hedfor the; project shallIIbe delivered the Engineer for use as replacements formod moduless that may fail. l. 7-2.08A.8 Pedestrian Push Buttons Pedestrian push buttons shall conform to the provision in Section 86-5.02 "Pedestrian Push Buttons" of the Standard Specifications and thesespecial provisions. Pedestrian pus h button signs shall be fastened with tamper roof L.H. Dottie Co. starit steel buttonon head star fasteners, 8/32" x1 0T8321 1T requai. Pedestrianpush buttons shall be installed with equipment to aid the visually impaired as stated in "Accessible Pedestrian Signals and Accessible Pedestrian Signal Detectors" in these special provisions. Push buttons shall be ADA audible. 7-2.08A.09 Guarantee Pedestrian Signal Face Combination Raised Hand/Walking Person) section modules shall be guaranteed b the Contractor by supplying the City with the original manufacturer': warrantyafter the project is accepted b the Engineer. The warrantyd iration shall be as outlined under the following warranty section. P 1 P Y 9 9 tY 7-2.08A.I0 Warranty The manufacturer shall provide a written warranty against defects in ,raterials and workmanship for the Pedestrian Signa Face (Combination Raised Hand/Walking Person` modules for a period of 60 months after installation of the modules. Fl warranty documentation shall be given to the Engineer prior to installation. 7-2.09 LUMINAIRES. Luminaires shall conform to the provisiors in Section 86-6.01, "High Pressure Sodium_uminaill of the Standard Specifications and thio;e special provisions. Luminaires shall be furnished with high pressure sodium and irt�gral ballasts with wattages as shown on the plans. An in-line fuse shall be located in the pull box. 7-2.10 PHOTOELECTRIC CONTROLS. Photoelectric control s shall conform to the prrvisiors in Section 86-6.07, "Photoelectric Controls", of the Standard SpEii;9flcations and these special provisions. p p o s. Each Luminaire shall be provided with a Type IV photoelectric control. 7.2.11 CONTROLLERS, CABINETS AND AUXILIARY EQUIP VIENT. The Contractor shall furnish the controller and cabinet assembly for the location complete with all necessary prom modules, conflict monitor flasher units and relays, isolation module, switch packs, detector cards, keys and locks. The contractor shall deliver ti= Controller and Cabinet assembly to Frank Young at the Ny of Bakersfield Co-porate Yard at 4101 Truxtun Avenue for testing and inspection prior to installation. The central pad on the Foundation Detail in State Standard Plar ES -46 shall be increased from a height of three and one-half (3.5) inches to a height of twelve (12) inches. The Contractor shall supply and install each controller cabinet with the surge suppressor module combination terminal block EDCO PC642C-015D & PCBIB or equivalent. 7-2.12 REMOVE EXISTING STREET LIGHT. Remove existing street light shall conform to the provisions in Section 86-7.01 "Removing Electrical Equipment", existing street light circuit shall be maintained. Street lights shall be salvaged and delivered to location approved by the City. 7-2.13 GUARANTEE. The Contractor shall furnish a written guarantee to the City on the form attached, guaranteeing all systems installed under this contract fct a period of one 1) pyear from the date of acce lance of the work. The guarantee, ) 1 I afore final acceptance is made b the i ofthe w�-k described e o er executed. shall be filed with the b C e desc bed on the lans and these special provisions. g i p Y ty P y City 7-2.14 TRAFFIC SIGNAL INTERCONNECT. Traffic Signal M0 -connect Cable shall be twelve (12) conductor cable and shall conform to the following: The conductors shall be solid #19 AWG annealed copper in twisted pairs. The conductors shall be no less than four (4) turns per fourteen (14) inches for twelve ' 12) pair cable and three and one-half (3.5) turns per fourteen (1 4) inches for six (6) pair cable. The cable shall have a corrugated copoi mer -coated eight (8) mil. aluminum tape ani applied longitudinally over the core wrap. These cables must meet the requirements of PE -39 and ANSIACEA S-84-608-1988. O �_ t!ii _ 2 „ tLo RE��4�r� [+���VUING r_n11111111111111111 O NC) K) 4 6) :3 P V) -£: L. N w. 0) V to Ll t _0 t\ p 4i ai L..n O 4) 00 V ca to T- t :ER G K b S 2PO J�C,X� - o �� on X Eo- o_, , , � I J W v- g ` min 0,� U 6 cL �� Z +y ;�c� tri ,ice,/ - S'�Q,, �111)3a ��I 65 I Q. S Cf) � 00 s' 0 I- , P Q11 Y", 0 0, rr 1� �k I4 a Q Z .1:� W Z %T .,J �. ("3 41T (� s� ft Z-) (� �� � i> m � t, vi N. Q i �, .C I Z o � o SHE FT NO. 4 l')F ,5' .� ` Vii;: 10+00 EAST BRUND 10+00 OSWELL STRE I w LEGEND la 11+00 EAST BRUNDAGE LANE 394.92FS 395.05FS 395.1 OFS (395.24FS) MATCHEXIST. MATCHEXIST. MATCHEXIST. r o Mo MATCHEXIST. I g I� I i 394.26FS MATCHEXIST. 5 1 i xE ---_ _ 11 � 394.34 393.54FS 393.84 -MATCHEXIST. $ 393.73FS� p" 10 - ;0_0 393.64F 5 I 6 39 .02TC 393.59FS I BCR: 10+80.62 OFFSET: 45.2L - (393.37 TB) (393.07 FS) MATCH EXISTING 12 61.0' 1 I 1 t I EXISTING + PROPERTY LINE 1 � 12 I � 8.2' (11.1) (11.8') (22.2') (53.2') 4 CENTERLINE ULTIMATE PROPERTY LINE EXISTING PROPERTY LINE EXISTING STRIPING SAW CUT SIGN EXISTING TRAFFIC SIGNAL PROPOSED TRAFFIC SIGNAL PROPOSED SIDEWALK PROPOSED AC PAVING (.45' AC/9.5" CLASS 2 BASE) PROPOSED CURB AND GUTTER FLOW w ® rn . o0 W C1 o 30.00' �" z o ul W o ¢ Q e- 394.73TC ..394.23FS.� 4 394.25FS 393.65TC - �/ 393.15FS 393.81 FS 4 \"-EID OF SIDEWALK ULTIMATE 1 /'-PROPERTY LINE 15.0' 124.9' STA: 11+20.62 OFF: 45.OL (392.85 TB) j I (392.51 FS) S 10 0 10 20 30 40 SCALE 1 " = 10' CURB SCHEDULE 394.78E E x -`-� S CAU110N: LIVE ELECTRICAL WIRE COME DATA TABLE ® DETA RADIIJB UMTH NOTES C1 90'00'05" 30.00' 47.13' 6" CURB 7!% LANE DATA TABLE ® BEAF 3 RADR)S LATH NOTEB L1 N89'52'53"E -- 15.80' 6" A.C. BERM TRANSITIONED TO EXISTING L2 N89'51'20"W -- 138.43' 6" CURB CON!3TRUCT ON NOTES 10 REMOVE EXISTING PEE ESTRIAN CROSSING PUSH-BUTTON POST. SEE SHEET 2 FOR ADDITIONAL INFORMATION. NOT USED. Q3 REMOVE SIGNAL POLE FOR NEW SIGNAL POLE AND ELECTRICAL BOX, SEE SHEET 2 FOR ADDITICNAL INFORMATION. ® EXISTING SIGN TO REHAIN AND BE PROTECTED IN PLACE. REMOVE EXISTING A.C. BERM. © INSTALL NEW CURB AND GUTTER PER CITY OF BAKERSFIELD STANDARD DRAWING S-1, TYPE B. Q INSTALL NEW SIDEWALK PER CITY OF BAKERSFIELD STANDARD DRAWING S-3 ® INSTALL A.C. PAVING (.45' A.C./9.5" CLASS 2 BASE). Q NOT USED. 10 INSTALL NEW PEDESTRIAN RAMP WITH TRUNCATED DOMES PER CALTRANS STANDARD A88A 11 EXISTING ELECTRIC LINE TO REMAIN AND BE PROTECTED IN PLACE 12 EXISTING UTILITY BOX TO REMAIN AND BE PROTECTED IN PLACE. 13 LAST 18" OF GUTTER TO BE MODIFIED TO ALLOW FLOW TO EXIT GUTTER AND TRAVEL ALONG BERM. 14 REMOVE AND RE -USE EXISTING SPEED LIMIT SIGN. INSTALL NEW POLE. 15 INSTALL A.C. BERM TO GUTTER I5.80' A/ KEY MAP 1"=50' 1 47.13' 138...- Al2 z a J 04 r k�II�11 r- 0 ai EV ov uj W ci iw m tn a W +m TOP OF CURB--N-- LO rn Q e- N a O X J f- (n _�s_.__ _�, __ _n __ W U- _ ..n,.Y_W o w 'a o • ,- � 00 a to N o 0.. T" EXISTING � * r - M rn `h _a_�_ TOP OF --;e C U co BERM (no ■ 1�■�11�11 N -_�___ .592:- �_.�_ � e,__ EXISTING in FINISHED o LO SURFACE M C14 rn I5.80' A/ KEY MAP 1"=50' 1 47.13' 138...- Al2 z a J 04 r k�II�11 r- 0 ai EV ci ci PROPOSED + o 00 J +..o - �- W +m TOP OF CURB--N-- LO rn Q e- H Q) O In �cDLO �Hn� LI: L6 'a • LL_OM r7 (n MOS Z w CURB RETURN PROFIT. HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=4' SHED f%D A nr � 1/tZ�l io '00OR51C.pRp �Lagv.rsac, DRECORD LAN DATE IDENTIFIER DATE OF UST CHANGE T) 7NIS PLAN 07108/2014 RY•V8 GATE OF TMS P.OT O V E M E N 08/0Y/_201-47 204INTERSECTION 11111PR� � � lims iil��n■1■I REVISIONS B'r �■ell�ll r k�II�11 EV A.4 W -i H � 'a • H Irl �? Z i Z w U iM ■ 1�■�11�11 In I�Ilwll 7. DRAWN 11 VB --- CHECKED SW DATE ---- _08/05/2014- SCALE 08 05 /2014 -SCALE 1"=10' JOB No. -'--- 311-005.1 SHEET OF 5 S -E:ETS I��11�11