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HomeMy WebLinkAboutSIGNALMODIFICATION_PANAMAATUNION_PG1 TtON PLANS McRN"io LIST OF DRAWINGS SIGNAL MODIFICATtO 0 CITY OF BAKERS FIELD sm ntk4c o 1. TITLE SHEET 2. SIGNAL PLAN TRACT 909 now* 3. SPECIFICATIONS PANAMA LANE AT UNION ION AVENUE WS ANGaM sm DEW STATE OF CALIFORNIA ENGINEER'S STATEMENT CALTRANS 1992 STANDARD PLANS THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY ES-1A ES-3E ES-6B ES-13 A20C OF BAKERSFIELD ORDINANCES, STANDARDS AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ES-1131 ES-48 ES-6R ES-51D A20D ANY ERRORS, OMISSIONS OR OTHER VIOLATIONS OF THOSE ORDINANCES, ES-2C ES-5A ES-6RA T-11 A24A STANDARDS OR DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS ES-2E ES-513 ES-6S T-12 A248 PACHECO ROAD SUBMITTED TO THE CITY ENGINEER. ES-3A ES-5C ES-6T T-13 A24C ES-313 ES-5E ES-8 T-14 A24D /98 APPROVED BY: JOHN D. SCHULER R.C.E. 51825 DATE ES-3C ES-6A ES-10 A20A A24E ES-31D ES-6AA ES-11 A20B PROJEX,"f LOCA110 ~ Q a NOTES: Q THE CONTRACTOR MUST POSSESS A VALID CLASS A OR C-10 CONTRACTORS LICENSE THE TIME THIS CONTRACT IS AWARDED. BAKERSFIELD CITY STANDARDS PANAM LANE i O J z TRACT 5809 0 o ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE AND ARE SHOWN FOR E- UNITS C & D z a C INFORMATION ONLY. CONTRACTOR SHALL CALL USA AT (800) 642-2444 v AND VERIFY UTILITY LOCATIONS 48 HOURS BEFORE STARTING CONSTRUCTION. BERKSHIRE ROAD CONVENTIONAL SYMBOLS - - - SECTION LINE= LEVEE - - - - RIGHT-OF-WAY RAILROAD TRACKS IE CENTERLINE - ti - WALL HOSKING AVENUE EXISTING TOPO I CULVERT X FENCE HEDGE APPROVED BY: GUARD RAIL RAUL M. ROJA5 DATE NO TES: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE U CINITY MAP CITY CONSTRUCTION INSPECTION DEPARTMENT AT 326-3049 MAP- PUBLIC WORKS DIRECTOR RCE 39880 EXP. 12-31-01 APPROVAL RECOMMENDED BY: SHALL BE GIVEN 24 HOURS NOTICE 2. COMPACTION TESTS WILL BE THE SUBDIVIDERS RESPONSIBILITY. N.T.S. THE NUMBER AND LOCATION OF TESTS TO BE DETERMINED BY µOFESSI 41 THE CITY ENGINEER. J« G. SWUM p ENGINEERING SERVICES MANAGER RCE 40854 3. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY No. man OF BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK * Em.e-30-9E t • PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, A DEPOSIT GIST QED CIVIL ENGINEE DATE IV%\ BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY SHALL BE POSTED PRIOR TRAFFIC ENGINEER RCE 32300 TO ISSUANCE OF THE PERMIT. 1 RUE77GERS & SCHULER CIVIL ENGINEERS PLANS FOR TRAFFIC SIGNAL AND LIGHTING NO 180121stSTREET, SUIdE4 MODIFICATION AT 3 BAKFRSF1FLl),CA93301 PANAMA LANE AND UNION AVENUE SHEETS NOTES POLE SCHEDULE m Relocate existing controller to location shown on plans. Remove and dispose of existing controller foundation. Mount controller cabinet on foundation per Caltrans STD ES-46 with foundation height increased from 3 1/2" to 12" SIGNALS SIGNS REMARKS LOC.STANDARDUGH G VEHICLE Opw wux w.ow PPe ST. NAME SIGN m Relocate existing service equipment to location shown on plans. Remove and dispose of existing service equipment foundation. 3 Pull box in front of controller sholl be No. 6. Pull box adjacent to P.G.& E. power point shall be P.G.&E. #043459. Interconnect pull boxes shall be No. 5 w/ extension. All others shall be No. 5. O (EXISTING) 04 RELOCATE EXISTING POLE 4 Luminoire on pole B shall be cutoff type, 300 W HPSV. 15 SV-1-T OMIT HEAD AS SHOWN 5 All new signal indications shall be 12 inch. © 29A-5-80 MAS SP-1-T 04 PANAMA 55 INSTALL MOUNTING HARDWARE 6 Unused 7 All new pedestrian indications shall be new, international symbol type as detailed in the specifications. 8 Location of the standards shall be located at back of sidewalk, as shown on plans, or as directed by the Engineer at the site. © (EXISTING) TV-2-T ADD 07 HEAD TO EXISTING POLE 9 Lane closures are only allowed between 8:30 - 4:30 PM. e Q Remove existing signal standard. Removal to be coordinated with the installation of new signal standards. T' 2" CONDUIT Abandon street light foundations per Section 86-2.03 of the Standard Specifications. 11 Connect to existing interconnect conduit. Telephone pole to be relocated by others. A A Install new #5 pull box. Remove and dispose of concrete splice box. KNOCKOUT FOR 4' MULTIDUCT I I B OR MULII-CONDUIT SYSTEM TOP VIEW (NOT REQUIRED FOR NO.5 WLLBOX) - I I I I N I I m 2" CONDUIT I I T?' ,v J" KNOCKOUT I EXTENSION 0 0 I 'I CLEAN CRUSHED 04 / ' I I ROCK SUAW, " E 3 MIN. S7V LAN ES-8 FOR ADOl11QNAL SECTION A-A DETAILS SECTION a-B I " 06P l J 06P NO.5 PULLBOX WITH EXTENSION /04P I 08P 08 (NO.6 PULLBOX WITH EXTENSION SIMILAR) 06 02 NTS - - - - - - ` J INSTALL 2" CONDUIT UNDER SIDEWALK WITH PULL BOXES AT 400' MAX"JU INTERVAL. PULL BOXES SHALL BE NO. S WITH EXTENSIONS AND KMOCXOUTS. CONDUIT SHALL BE STA. 9+16 CL BROUGHT INTO PULL BOXES PARALLEL TO THE EXISTING 350' Do- 06 I I SURFACE (HORIZONTAL). THE TOTAL ANGULAR BEND OF CONDUIT BETWEEN PULL BOXES SHALL NOT EXCEED 180 DEGREES. A PULL ROPE CONFORMING TO SECTION 88-2050 9+ 10+00 11+00 200' 12+00 13}OO INSTALLATION' OF THE STANDARD SPECIFICATION SHALL W BE INCLUDED IN ALL INTERCONNECT CONDUIT FOR INSTALLATION OF FUTURE CONDUCTORS. 6' 6' 12U - - - - - - - - PANAMA LANE 12 12-L - Z 02 8" WHITE THERMOPLATIC STRIPING 8" WHITE THERMOP STIC - - - - O 50' INTERVALS STRIPING 02 02 -4 m6 02 ~L 6 r- 0~r4~ I O i 07 I I ~ z 08P IF ` 04 ~~171 ' I LxJ 14 \ - EXISTING INTERCONNECT 13 A Iii I 08 - 12 EXISTING / c~ - - _ _ - - _ I /~\vYi POWER /W I I j 1101 - - 4 CONTROLLER AREA DETAIL KIT 8 / t POINT -X7 ®g 04P 5 04 1 I) I !1 I I I I 9 1 9 II ii i L 3 ' - ~4 I II ii Ij + I 0 I I CD I I I II - I I C2P MODEM INTERCONNECT/TERMINAL BLOCK TB-1 EXISTING INTERCONNEC STING INTERCONNECT C ~ I INPUT PANEL #4 I I ; -~-2 4 CONDUCTOR SCHEDULE WIRE COLOR ASSIGNMENTS I I • Indicates Existing Conduit PIN FUNCTION WIRE COLOR TB-1 WIRE COLOR I I i , CONDUIT SIZE -3 3" 3" 3" 3" 3" 3' 2' 2" 2" 2' 2" 2" 2" 2" 2" 2"0 3"• MODEM HARNESS INTERCONNECT CABLE CONDUCTOR RU 1 • ® • A ® A A ® A B AUDIO IN BLACK T81-4 BLACK 8 04P I ' I NOTES A A A C AUDIO OUT RED TB1-5 BLACK ' I I 28 CONDUCTOR 3 2 1 1 1 1 1 E AUDIO OUT GREEN T61-6 GREEN 9 CONDUCTOR 3 1 1 1 1 1 1 1 TB-1 76-1 TB-1 5 CONDUCTOR 2 1 1 1 1 1 I I I I I 10 LIGHTING 3 2 2 2 4 4 TB-1 O O O TO-2 O O O II ~ I 02 DETECTORS 3 3 3 1 78-3 (Comm m) 7e-4 (Comm fin) 03 DETECTORS 1 1 1 1 TB-5 (Can„ Ou s T i v R 04 DETECTORS 1 1 1 TB-5 (Comm a)06 DETECTORS 2 2 2 2 WEST PANAMA AT Sour o QRpFESSIpt , 07 DETECTORS 1 1 1 UMON LJ 08 DETECTORS 1 1 1 1 INTERCONNECT DETAIL A TOTAL DLC 9 3 4 4 4 2 2 3 1 NTS (j .OIM P BWRMR ~ I 4 o~ No. 51M ~ 8 SERVICE 2 2 3 EW.6-30-98 12 PAIR #19 AWG 1 2 1 1 Ivi NOTES: A. REMOVE EXISTING CONDUCTORS AND CLEAN CONDUIT REGI 1 REGIS _c~ RED CIVIL ENGINEER DATE OF cp\-\F~ DATE N~. TRAFFIC SIGNAL AND LIGHTING 20. SYSTEM MODIFICATION 2 IMACT 5109 RUE7TGERSANDSCHULERCAMMVGWEERS ~ J.D.S. J.D.S. 2-19-97 ~ CHUM x.11 (1Y7 180121jrSlRJZl:SUNN4 BAAZ DW, CA 93301 I.J.P. ,P% R.F.R. PST 1" = 20' 1196-13 REV. REV. DESCRIPTION DATE BY REV. DESCRIPTION DATE BY PANAMA LANE AT UNION AVENUE OF 3 Work on this project shall conform to the State Deportment of Transportation Standard Specifications 1.05 CLEARING AND GRUBBING. Clearing and grubbing shall conform to the Dated July 1992 and these special provisions. provisions in Section 16, "Clearing and Grubbing," of the Standard Specifications and these spec! 2.07 TESTING. Testing shall conform to the provisions in Section 86-2.14, "Testing," of the ns and these special Standard Specifications and these special provisions. 1 GENERAL provisions. The signal shall not be placed in flashing mode, with signal faces uncovered, prior to Functional Clearing and grubbing shall be limited to those areas actually affected by the planned construc 1.01 OBSTRUCTIONS. Attention is directed to Section 8-1.10, "Utility and as directed by the Engineer. e planned construction Testing. Non-Highway Facilities," of the Standard Specifications, the plans, and the special provisions. 1.06 DUST CONTROL. It shall be the Contractor's responsibility to prevent a dust nuisance FUNCTIONAL TESTING. All functional testing shall conform to the provisions is Section 86 The Contractor will be required to work around public utility facilities and other from originating from the site of the work as a result of his operations, or the traveling public, dust nuisance 2.14C "Functional Testing," of the Standard Specifications and the following paragraph: he traveling public, during the improvements that are to remain in place within the construction area or that ore to be relocated and effective period of this contract. Preventative measures to be token by the Contractor shall incl ontractor shall include but shall 2.08 SIGNAL FACES AND SIGNAL HEADS. Signal faces, signal heads and relocation operations hove not been completed. In accordance with the provisions of Article not be limited to the following: auxiliary equipment, as shown on the plans, and the installation thereof, shall conform to the provisions in 7-1.11,"Preservation of Property," and 7-1.12, "Responsibility for Damage," of the Standard Specifications, the Contractor will be liable to owners of such facilities and improvements for any damage or interference 1. Water shall be applied to all unpaved areas as required to prevent the surface from becomir Section 86-4.01, "Vehicle Signal Faces," 86-4.02, "Directional Louvers," 86-4.03, "8ackplates" and with service resulting from conducting his operations. The exact location of underground facilities and dry enough to permit dust formation. rfoce from becoming 86-4.06, "Signal Mounting Assemblies," of the Standard Specifications and these special provisions. improvements within the construction area shall be ascertained by the Contractor before using equipment that may damage such facilities or interfere with the services. Other forces may be engaged in moving or 2. Paved surfaces over which vehicular traffic is permitted to travel shall be kept free of dir be kept free of dirt. Housing, visors, directional louvers and bockplates shall not be structural plastic. . removing utility facilities or other improvements or maintaining services or utilities. The Contractor shall cooperate with such forces and conduct his operations in such a manner as to avoid any unnecessary delay Temporary suspension of the work, either as a result of order by the Engineer, or as a result or hindrance to the work being performed by other such forces. conditions beyond the control of the Contractor shall not relieve the Contractor from his respon er, or as a result of All lamps for traffic signal units shall be furnished by the Contractor. or from his responsibility for All signal faces shall be provided with 12-inch sections. dust control as set forth herein. Prior to commencement of any phase of construction involving landscaping or Irrigation systems, the Contractor shall contact the City Parks Division at 326-3117 for the purpose of ascertaining 2 TRAFFIC SIGNAL AND LIGHTING SYSTEM. Traffic signal and lighting The fourth sentence of the first paragraph of Section 86-4.06, "Signal Mounting Assemblies," of the locations and current operational status of all landscape irrigation wiring, mainlines, laterals and other system shall conform to the provisions in Section 86 of the Standard Specifications and these a the Standard Specifications, shall be amended to read as follows: rations and these special facilities. provisions. Post top slip-fitters and terminal compartments shall be cast bronze or hot-dip galvanized ductile iron. Due care shall be taken to minimize damage to existing irrigation systems and plant 2.01 FOUNDATIONS. Foundations shall conform to the provisions in Section 86-2.03, materials. The Contractor shall be responsible for repairing and reconnecting severed or damaged lines "Foundations," of the Standard Specifications and these special provisions. 5-2.03, and/or wiring and replacement of damaged plant material at his own cost. In the event of interruption of 2.09 PEDESTRIAN SIGNALS. Pedestrian signals shall conform to the provisions in irrigation operations due to damage by the Contractor, the Contractor shall be responsible for maintaining The Contractor shall furnish the anchor bolts, nuts and washers to be used for new foundations the health of plant material in the area for the duration of irrigation interruption. shall furnish the appropriate nuts and washers for existing foundations to be reused. or new foundations and Section 86-4.05, "Pedestrian Signal Faces," of the Standard Specifications and these special provisions. reused. Type G. Each Type G pedestrian signal shall consist of a housing with front screen, a message Existing land subdivision monuments and stakes shall be fully protected from damage or When foundations ore to be abandoned as shown on the plans the last paragraph of Section 86 raph of Section 86- plate and two light sources, each consisting of luminous tubing and power supplies for the luminous tubing. The message plate shall be 1/8 inch nominal thic displacement and they shall not be disturbed unless directed by the Engineer. 2.03, "Foundotions", shall be amended to read: Attention is directed to the fact that nuisance water may be present at all times along the When foundations are to be abandoned, the top of foundation, anchor bolts, and conduits shall project. It will be the responsibility of the Contractor to provide for handling of said water. removed to a depth of not less than 3-feet below the surface of sidewalk or unimproved groun and conduits shall be unimproved ground. The iaterial. 1.02 MAINTAINING TRAFFIC. The Contractor shall furnish, install and maintain resulting hole shall be backflled with material equivalent to the surrounding material. signs, lights, flags and other warning and safety devices when performing work which interferes with or 2.02 STANDARDS, STEEL PEDESTALS AND POSTS. Standards, steel endangers the safe movement of traffic on any street or highway. pedestals and posts shall conform to the provisions in Section 86-2.04, "Standards, Steel Pedes idords, Steel Pedestals and Posts", of the Standard Specifications and these special provisions. Signs, lights, flags and other warning and safety devices and their use shall conform to the requirements set forth in the current "Manual of Traffic Controls - Warning Signs, Lights, and Devices for A pull rope shall be installed in all most arm poles with luminaires from the hand hole at the Use in Performance of Work Upon Highways," published by the State of California, Department of of the pole up through the luminaire arm to the luminaire. The pull rope shall be nylon or poly hand hole at the base Al be nylon or polypropylene Transportation. Application and use of devices shall be as specified and as directed by the Engineer. with a minimum tensile strength of 500 pounds. At least 2 feet of pull rope shall be doubled bi shall be doubled back into the pole or arm at each termination. The Contractor shall keep the Bakersfield Fire Department informed at all times as to the exact location and progress of the work and shall notify them immediately of any streets impassable for fire 2.03 CONDUIT. Conduit shall conform to the provisions in Section 86-2.05, "Conduit," of fighting equipment. the Standard Specifications and these special provisions. Conduit," of The sixteenth and nineteenth paragraphs of Section 7-1.08, "Public Convenience," of the Conduits may be installed by either jacking/drilling or open trench methods except where a (cept where a Standard Specifications, shall be amended to read as follows: specific method is required on the plans. Trenching in Pavement Method" for installation of con installation of conduit in pavement, except in paved medians, shall conform to the following specifications: ins: Construction operations requiring lone closures shall be actively in progress only between the hours indicated below, Monday through Friday, except legal holidays. 1. Conduit shall be rigid non-metallic type. Conduit shall be placed under existing pavement in ting pavement in a trench not to exceed 6 inches in width. Trench shall be cut using a rock saw and all loose ul Street Direction of Travel Hours material shall be removed from the bottom of the trench prior to placement of conduit. The tre aw and all loose uncompacted have a minimum depth of 18 inches below finished grade. of conduit. The trench shall PANAMA LANE BOTH 8:30 - 4:30 UNION AVENUE BOTH 8:30 - 4:30 2. The conduit shall be placed in the bottom of the trench and the trench shall be backfilled loll be backfilled with a two (2) sock slurry cement backfill. Slurry cement backfill shall be placed to within 0.20 Where construction operations are actively in progress, a minimum of one traffic lone in each pavement surface. The top 0.20 feet shall be backfilled with asphalt concrete produced from car :ed to within 0.20 feet of the direction shall be open for use by public traffic. Where construction operations are not actively in progress quality paving asphalt and aggregates. produced from commercial all lanes shall be open for use by public traffic. Public traffic may be permitted to use the shoulders and, if half-width construction methods are used, may also be permitted to use the side of the roadbed opposite to 3. Prior to spreading asphalt concrete, eoint binder shall be applied as specified in Section ed in Section the one under construction. No additional compensation will be allowed for any shaping of shoulders 39-4.02, "Prime Coot and Paint Binder, of the Standard Specifications. Spreading and compacti iding and compacting of necessary for the accommodation of public traffic thereon during paving operations. asphalt concrete shall be performed by any method which will produce an asphalt concrete surfs halt concrete surface of uniform smoothness, texture, and density. In order to expedite the passage of public traffic through or around the work and where ordered by the Engineer, the Contractor shall, at his own expense, furnish, install and maintain construction area signs, 4. All excavated areas in street crossings and traffic lanes need to be backfilled immediately. lights, flares, temporary railing (Type K), barricades, and other facilities for the sole convenience and All other excavated areas in the pavement shall be backfilled except for the top 0.20 foot, by tl led immediately. direction of public traffic. Also, where directed by the Engineer, the Contractor shall furnish competent each work day. The top 0.20 foot shall be placed within three (3) working days after trenching. op 0.20 foot, by the end of )ys after trenching. Temporary flagmen whose sole duties shall consist of directing the movement of public traffic through or around the roadmix or other acceptable temporary surface will be allowed on the top 0.20 feet until such o ) feet until such a time as the work. When deemed necessary by the City, the signs "Road Construction Ahead," No. C-18, and "End permanent asphalt surface is placed. Construction," No. C-13, shall be furnished, installed and maintained by the Contractor at locations as directed by the Engineer at least 48 hours in advance of any construction. A pull rope conforming to Section 86-2.05C "Installation" of the Standard Specification shall be )cificotion shall be included in all conduit for installation of future conductors. The Contractor shall report all accidents to the Engineer. Conduits installed under sidewalk will be jacked or drilled. Remove and replace complete complete 1.03 TRAFFIC DELINEATION. Immediately after any construction where delineation sidewalk panels to nearest seam or scoreline if pits in sidewalk area for jacking/drilling are nece ig/drilling are necessary. is obliterated or when directed by the Engineer, replace all obliterated pavement delineation with temporary Removal and replacement of entire sidewalk area for jacking/drilling pits is also allowed. co allowed. delineation during the some work period, and in no case later than 7:30 a.m. following such work period. Dependent upon adverse soil conditions or other circumstances encountered at the time of Temporary delineation consists of temporary reflective pavement markers spaced no more than 12 construction, the Engineer may specify which of the above methods may be used. the time of feet apart on curves, and no more than 24 feet apart on tangents. Temporary reflective pavement markers sed. shall be Davidson Plastics Co. Model ?TOM? or approved equal and shall be applied in accordance with 2.04 PULL BOXES. Pull boxes shall conform to the provisions in Section 86-2.06, "Pull ?.06, "Pull the manufacturer?s instructions. Temporary delineation shall be the some color as the permanent Boxes," of the Standard Specifications and these special provisions. delineation. Any temporary markers that become detached before permanent striping is applied shall be replaced immediately by the Contractor. Recesses for suspension of ballasts will not be required. Temporary delineation shall be removed immediately prior to placement of permanent striping and 2.05 CONDUCTORS AND HARING. Conductors and wiring shall conform to the when directed by the Engineer. provisions in Section 86-2.08, "Conductors," and Section 86-2.09, 'Wring,* of the Standard Spei and these special provisions. the Standard Specifications Temporary delineation placed on a lower lift of asphalt concrete shall be removed immediately prior to placement of additional lifts. Temporary delineation shall then be replaced. CONDUCTORS - The Contractor shall use multi-conductor electrical cables for all circuits except all circuits except lighting between the service point and controller cabinet. Temporary delineation shall be placed in line with the new striping alignment or as directed by the Engineer. A striping plan will be made available to the Contractor when existing traffic delineation is to be Conductors shall be spliced by the use of "C" shaped compression connectors as shown on modified by the City. Standard Plan ES 13. as shown on 1.04 EXISTING HIGHWAY FACILITIES. The work performed in connection with Splices shall be insulated by "Method B." various existing facilities shall conform to the provisions in Section 15, "Existing Highway Facilities," of the Standard Specifications and these special provisions. 2.06 SERVICE. Service shall conform to the provisions in Section 86-2.11, "SERVICE", of :RACE", of Existing City highway signs and street markers shall remain the property of the City. Such signs the Standard Specifications and these special provisions. Contractor shall reuse existing service p : existing service pedestal. and street markers shall be relocated and maintained during construction so as to convey the some intent Unless otherwise noted, service pedestal shall be Type IIIBF, per Coltrane Standard Plan ES- that existed prior to construction. 2F_ with wln/fnw fnr nhntn.l.rfrir inif nn,f .hnll K. . ;#h an ton ....14 7 --I- lard Plan ES- rv v... F. .w v. a. v pv.o main breaker and the following branch circuit breakers: pFESSi . Existing City highway signs and street markers shall be placed in their permanent position by the Contractors forces prior to completion of construction. Signs removed from the project area shall be No. Amps Phase Volts Branch Metered delivered to the City Corporation Yard at 4101 Truxtun Avenue. jam 0. 900AM 1 50 1 110 Traffic Signal Yes • No. 519125 * Exp. a-30-99 2 30 1 110 Lighting No The Developer will arrange with the serving utility to complete service connections to service EGIS ED CIVIL ENGINEER DATE ~~q'CAI~f )ns to service points shown on the plans and will pay oil required costs and fees required by the utility. the utility. DATE °TI411~im A /~1t.~ ~~®(f~t RUEITIGERSANDSCHULERCIMENGINEERS Pftw J.D.S. ED J.D.S. 2 -19-98 S ME TRAFFIC SIGNAL AND LIGHTING = »o. 11~ 7~ 18012IsfS7RBS1,SU1784 I.J.P. ,,pq~ R.F.R. NONE NE SYSTEM MODIFICATION 3 8A1®?SF/li[D' G 9330! 19 6 -13 REV. REV. DESCRIPTION DATE BY REV. DESCRIPTION DATE BY PANAMA LANE AT UNION AVENUE OF 3