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HomeMy WebLinkAbout5133-001SIGNAL_GRANITEFALLSATCOFFEE_PG1 OFF 11111 IN CITY OF BAKERc.. :.RSFIELD COUNTY OF KERN C CALIFORNIA a _ J Q TRAFFIC SIGNAL P kL PLAN ot U) 0 FOR (3o<z LL. IL Q W LL W t: LL GRANITE FALLS D S DRIVE ~ z LL ~ AND oc COFFEE ROA1 DAD WITH 1a INTERCONNECT 1 .,T TT lu, COFFEE ROAD AND ROSED ~ EDALE HIGHWAY N ~ U d • UI O C W rn I a W 5 N1jE FALLS i- SIGNAL LOCATION ~ RRR = a a wsj ~NiiNEE~# vii ~ ~ r1 ~ Q W < Y \ S a~ s o v z yi p f S W 4' to 0 ~3isls3a # SIGNAL INTERCONNECT CONDUIT AND CABLE PULL BOXES AT 200' O.C. PROJECT I 1 ROSEDIALE 1 ~ xl ~v 0 PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE ~Iw 6 ANIW FAAI 5 MA RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF LLJ CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS io I O l 1 AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE I U VICINITY MAP CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE _ ENGINEER HARMLESS FROM ANY AND ALL LIABILTY, REAL OR ALLEGED, T CABLE IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, CONNECT INTERCONNECT CABLE CONTROLLER CABINET EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE ROSEDALE HIGHWAY TO TERMINAL BLOCK IN CONTROLLER OWNER OR THE ENGINEER - - i APPROVED BY: - CI - - Tf OF BAKEH:FFjU RCE 39880 ERP.12/31/01 UNDERGROUND UTILITIES & STRUCTURES REVIEWED BY: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR GINEEKING SERVICES IAiANAGFR STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO INDEX MAP REVIEWED BY: 41 J n ER ' r~l _ _ ~2 • io -a EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE TRAFFIC ENCIN CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION i200' OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. O "C'AIITION: THE ENGINEER PREPARING THFSE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF GENERAL INFORMATION DR ` THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND _AWN BY= HAG MUST BE APPROVED BY THE PREPARER OF THESE PLANS." CHECKED BY: SPR 1. ALL EQUIPMENT AND MATERIALS SHALL BE NEW, SUPPLIED AND APPROVED BY: INSTALLED BY THE CONTRACTOR. Underground Service Alert DATE 11 /26/97 CON iROLLER, CABINET AND OP)IGON SYSTEM SHALL BE fURNISHEu FOR NCx 5133-M Call: TOLL FREE TESTING PRIOR TO INSTALLATION. $HEET°o 1-800 422-4133 <O M iP Ll~i MO WORKING DAYS BEFORE YOU DIG n~ OF N,n I / , -n.. . --n. -,.n ..-n. ~r. .-.v...~ar..-~ r w. ,.r.iW..~...cre....... .,..inc.... - ..~.;-1_ 1 .1 . _ to . ~•.i • TRAFFIC SIGNAL GENERAL NOTES EACH SYMBOL SHALL NOT BE LESS THAN 11 INCHES HIGH AND NOT LESS NOTHING IN THESE SPECIAL PROVISIONS SHALL REUFVE THE ALL WORK EMBRACED HEREON SHALL CONFORM TO CALTRANS STANDARD PLANS THAN 7 INCHES WIDE. CONTRACTOR FROM HIS RESPONSIBILITIES AS PROVIDED IN SECTION 7-1.09, AND SPECIFICATIONS DATED JULY, 1992 AND ALONG MATH THE FOLLOWING PEDESTRIAN SIGNALS SHALL HAVE FRONT SCREENS CONFORMING TO THE "PUBLIC SAFETY", OF THE STANDARD SPECIFICATIONS. PROVISIONS: PROVISIONS IN SECTION 86-4.058, 'FRONT SCREEN", OF THE STANDARD TRAFFIC STRIPES AND PAVEMENT MARKINGS. TRAFFIC STRIPES AND SPECIFICATIONS. PAVEMENT MARKINGS SHALL BE THERMOPLASTIC AND SHALL CONFORM TO W FOUNDATIONS. FOUNDATIONS SHALL CONFORM TO THE PROVISIONS IN CONTROLLERS, CABINETS AND AUXILIARY EOUIPMENT. THE CONTRACTOR SECTION 84-2, "THERMOPLASTIC TRAFFIC STRIPES AND PAVEMENT MARKINGS", H SECTION 86-2.03, "FOUNDATIONS" OF THE STANDARD SPECIFICATIONS AND SHALL FURNISH THE CONTROLLER AND CABINET ASSEMBLY FOR EACH LOCATION OF THE STANDARD SPECIFICATIONS. O THESE SPECIAL PROVISIONS. CONFORMING TO THE CITY "TRAFFIC SIGNAL CONTROL EQUIPMENT PAVEMENT MARKERS PAVEMENT MARKERS SHALL CONFORM TO SECTION THE CONTRACTOR SHALL FURNISH THE ANCHOR BOLTS. NUTS AND SPECIFICATIONS". THE CENTRAL PAD ON THE FOUNDATION DETAIL IN STATE 85. "PAVEMENT MARKERS", OF THE STANDARD SPECIFICATIONS, WASHERS TO BE USED FOR NEW FOUNDATIONS AND SHALL FURNISH THE STANDARD PLAN ES-4B SHALL BE INCREASED FROM A HEIGHT OF 3.5" TO A TRAFFIC DELINEATION. IMMEDIATELY AFTER ANY CONSTRUCTION OPERATIONS Z APPROPRIATE NUTS AND WASHERS FOR EXISTING FOUNDATIONS TO BE REUSED. HEIGHT OF 12'. WHERE TRAFFIC DELINEATION IS OBLITERATED OR WHEN DIRECTED BY THE STANDARDS, STEEL PEDESTALS AND POSTS. STANDARDS, STEEL PEDESTALS FULL COMPENSATION FOR CAST-IN-DRILLED HOLE CONCRETE PILE ENGINEER, THE CONTRACTOR SHALL REPLACE ALL OBLITERATED PAVEMENT AND POSTS SHALL CONFORM TO THE PROVISIONS IN SECTION 86-2.04, FOUNDATIONS SHALL BE CONSIDERED AS INCLUDED IN THE CONTRACT LUMP DELINEATION MATH TEMPORARY DELINEATION DURING THE SAME WORK PERIOD, "STANDARDS, STEEL PEDESTALS AND POSTS", OF THE STANDARD SUM PRICE PAID FOR THE ITEM REQUIRING FOUNDATIONS AND NO SEPARATE AND IN NO CASE LATER THAN 7:30 A.M FOLLOWING SUCH WORK PERIOD. a > SPECIFICATIONS AND THESE SPECIAL PROVISIONS. PAYMENT WILL BE MADE THEREFORE. TEMPORARY DELINEATION CONSISTS OF REFLECTIVE TRAFFIC LINE TAPE A PULL ROPE SHALL BE INSTALLED IN ALL MAST ARM POLES FROM THE GUARANTEE. THE CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE TO APPLIED IN PIECES NOT LESS THAN 4 INCHES LONG NOR LESS THAN 4 cro HAND HOLE AT THE POLE BASE UP THROUGH THE SIGNAL MAST ARM TO THE THE CITY ON CITY FORM GUARANTEEING ALL SYSTEMS, EXCEPT TRAFFIC INCHES WADE, SPACED NO MORE THAN 20 FEET APART ON TANGENTS AND NO FARTHEST HEAD. A SECOND PULL ROPE SHALL BE INSTALLED IN ALL MAST SIGNAL LAMPS, INSTALLED UNDER THIS CONTRACT FOR A PERIOD OF ONE (1) MORE THAN 10 FEET APART ON CURVES. APPLY REFLECTIVE TRAFFIC LINE ARM POLES WITH LUMINAIRES FROM THE HAND HOLE AT THE BASE OF THE YEAR FROM THE DATE OF ACCEPTANCE OF THE WORK. THE GUARANTEE. TAPE IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. TEMPORARY POLE UP THROUGH THE LUMINAIRE ARM TO THE LUMINAIRE. THE PULL ROPE PROPERLY EXECUTED, SHALL BE FILED WITH THE CITY BEFORE NOTICE OF DELINEATION MUST BE THE SAME COLOR AS THE PERMANENT DELINEATION. Z SHALL BE DOUBLED BACK INTO THE POLE OR ARM AT EACH TERMINATION. COMPLETION AND FINAL ACCEPTANCE IS MADE BY THE CITY OF THE WORK REMOVE TEMPORARY DELINEATION APPLIED TO ASPHALT CONCRETE W cr CONDUITS. CONDUIT SHALL CONFORM TO THE PROVISIONS IN SECTION 86-2.05, DESCRIBED ON THE PLANS AND THESE SPECIAL PROVISIONS. PATCHES IMMEDIATELY PRIOR TO APPLYING ASPHALTIC EMULSION TACKCOAT "CONDUIT", OF THE STANDARD SPECIFICATION AND THESE SPECIAL PROVISIONS. FOR ASPHALT CONCRETE OVERLAY. J 0 CONDUITS MAY BE INSTALLED BY EITHER JACKING/DRILLING OR OPEN STREET NAME SIGNS SHALL CONFORM TO CITY OF BAKERSFIELD STANDARD TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL CONFORM TO SECTION TRENCH METHODS, EXCEPT WHERE A SPECIFIC METHOD IS REQUIRED ON THE DRAWING T-20 "STANDARD STREET SIGN PLATE MAST ARM MOUNT". 84, "TRAFFIC STRIPES & PAVEMENT MARKINGS", OF THE STANDARD PLANS. "TRENCHING IN PAVEMENT METHOD" FOR INSTALLATION OF CONDUIT SPECIFICATIONS AND THESE SPECIAL PROVISIONS. 0 zw IN PAVEMENT, EXCEPT IN PAVED MEDIANS, SHALL CONFORM TO THE STREET LIGHT BOX ADJUSTMENT. FRAMES AND COVERS OF EXISTING STREET TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC FOLLOWING SPECIFICATIONS. LIGHT BOXES SHALL BE ADJUSTED TO GRADE IN ACCORDANCE WITH THE AND SHALL CONFORM TO SECRON 84-2, THERMOPLASTIC TRAFFIC STRIPES Q Lu LLL 1. CONDUIT SHALL BE RIGID NON-METALLIC TYPE. CONDUIT SHALL PROVISIONS IN SECTION 15-2.05, "RECONSTRUCTION", OF THE STANDARD AND PAVEMENT MARKINGS BE PLACED UNDER EXISTING PAVEMENT IN A TRENCH NOT TO SPECIFICATIONS, THE DETAILS SHOWN ON THE PLANS, THESE SPECIAL THE FIRST SENTENCE OF SECTION 84-2.01 "MATERIALS" SHALL BE EXCEED 5 INCHES IN WIDTH, TRENCH SHALL BE CUT USING A PROVISIONS, AND CITY STANDARD 5-31. REVISED TO READ: THE THERMOPLASTIC MATERIALS SHALL CONFORM TO STATE O a ROCK SAW AND ALL LOOSE UNCOMPACTED MATERIAL SHALL BE IF EXISTING STREET LIGHT BOX FRAMES ARE DAMAGED DURING SPECIFICATION 8010-21C-19. REMOVED FROM THE BOTTOM OF THE TRENCH PRIOR TO PLACEMENT REMOVAL, A NEW FRAME AND COVER SHALL BE FURNISHED. PAVEMENT MARKERS SHALL CONFORM TO SECTION 85 "PAVEMENT OF CONDUIT. THE TOP Of THE INSTALLED CONDUIT SHALL BE A THE SURFACE OF THE CONCRETE SHALL BE PROTECTED FROM PEDESTRIAN MARKERS", AND THESE SPECIAL PROVISIONS: MINIMUM OF 18 INCHES BELOW FINISHED GRADE. TRAFFIC FOR A MINIMUM OF THREE (3) DAYS. PAVEMENT MARKERS SHALL BE PLACED WITH RAPID SET EPOXY PER 2. THE CONDUIT SHALL BE PLACED IN THE BOTTOM OF THE TRENCH SECTION 95-2.04 OF THE STANDARD SPECIFICATIONS. AND THE TRENCH SHALL BE BACKFILLED WITH A ONE (1) SACK TRAFFIC SIGNAL INTERCONNECT CABLE SHALL BE Slx/TWELVE PAIR AS SHOWN V SLURRY CEMENT BACKFILL. SLURRY CEMENT BACKFILL SHALL BE ON THE PLANS AND SHALL CONFORMING TO PROVISIONS IN SECTION 86-2.08E "SIGNAL PLACED TO WITHIN 0.20 FEET OF THE PAVEMENT SURFACE. THE INTERCONNECT CABLE" OF THE STANDARD SPECIFICATIONS AND THESE SPECIAN PROVISIONS. TOP 0.20 FEET SHALL BE BACKFILLED WITH ASPHALT CONCRETE THE CONDUCTORS SHALL BE SOLID #19 AWG ANNEALED COPPER IN TNASTED PAIRS PRODUCED FROM COMMERCIAL QUALITY PAVING ASPHALT AND THE CONDUCTORS SHALL BE NO LESS THAN 4 TURNS PER 14 INCHES FOR 12 PAIR CABLE LL AGGREGATES. AND 3.5 TURNS PER 14 INCHES FOR 6 PAIR CABLE THE CABLE SHALL HAVE A DETECTORS SHALL CONFORM TO THE PROVISIONS IN SECTION 86-5, )JS. Q 3. PRIOR TO SPREADING ASPHALT CONCRETE, PAINT BINDER SHALL CORRUGATED COPOLYMER-COATED 8-MIL ALUMINUM TAPE APPLIED LONGITUDINALLY "DETECTORS" OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. BE APPLIED AS SPECIFIED IN SECTION 39-4.02. 'PRIME COAT OVER THE CORE WRAP. THESE CABLES MUST MEET THE REQUIREMENTS OF PE-39 AND LOCATION ANS LAYOUT OF DETECTOR LOOPS SHALL BE DIRECTED BY THE CITY. AND PAINT BINDER", OF THE STANDARD SPECIFICATIONS. ANSI/ICEA S-84-608 -1988 CONSTRUCTION MATERIALS: oc rioN SPREADING AND COMPACTING OF ASPHALT CONCRETE SHALL BE A PULL ROPE CONFORMING TO SECTION 86-2.05C "INSTALLSTION" OF THE LOOP DETECTOR LEAD-IN CABLE SHALL CONFORM TO THE PROVISIONS IN SECTION 1 PERFORMED BY ANY METHOD WHICH MALL PRODUCE AN ASPHALT STANDARD SPECIFICATION SHALL BE INCLUDED IN ALL INTERCONNECT CONDUIT 86-5,01A "CONSTRUCTION MATERIALS" OF THE STANDARD Si7ECIF'ICATIONS AND CONCRETE SURFACE OF UNIFORM SMOOTHNESS, TEXTURE, AND FOR INSTALLATION OF FUTURE CONDUCTORS. THESE SPECIAL PROVISIONS. DENSITY. LOOP DETECTOR LEAD-IN CABLE SHALL BE TYPE B, AND SHALL CONFORM TO A MINIMUM 4. ALL EXCAVATED AREAS IN THE PAVEMENT SHALL BE BACKFILLED MAINTAINING TRAFFIC. THE CONTRACTOR SHALL FURNISH, INSTALL AND THE FOLLOWING: LOOP WIRES IN THE PULL BOX SHALL BE TWISTED PAIR AT A MINIMUM BY THE END OF EACH WORK DAY. TEMPORARY ROADMIX OR OTHER MAINTAIN SIGNS. LIGHTS, FLAGS AND OTHER WARNING AND SAFETY DEVICES OF 5 TURNS PER FOOT, AND THE SPUCE MUST BE SOLDERED AND COMPLETELY ACCEPTABLE TEMPORARY SURFACE NAIL BE ALLOWED ON THE TOP WHEN PERFORMING WORK WHICH INTERFERES WITH OR ENDANGERS THE SAFE WATERPROOF. CONNECT ONE END OF THE SHIELD TO EARTH GROUND (AT CABINET) INET) r Q~ 0.20 FEET UNTIL SUCH A TIME AS THE PERMANENT ASPHALT MOVEMENT OF TRAFFIC ON ANY STREET OR HIGHWAY AND INSULATE THE OTHER END WITH NO POSSIBLE PATH TO GROUND LLLER SURFACE IS PLACED. SIGNS, LIGHTS. FLAGS AND OTHER WARNING AND SAFETY DEVICES AND ALL SPADE CONNECTORS USED TO ATTACH TO TERMINALS INSIDE THE CONTROLLER CONDUITS INSTALLED UNDER SIDEWALK WILL BE JACKED OR DRILLED, THEIR USE SHALL CONFORM TO THE REQUIREMENTS SET FORTH IN THE CABINET SHALL BE CRIMPED AND SOLDERED TO THE CONDUCTOR. REMOVE AND REPLACE COMPLETE SIDEWALK PANELS TO THE NEAREST SEAM OR CURRENT "MANUAL OF TRAFFIC CONTROLS - WARNING SIGNS, LIGHTS, AND INSTALLATION DETAILS. 01 A, SCORELINE IF PITS IN SIDEWALK AREA FOR JACKING/DRILLING ARE DEVICES OR USE IN PERFORMANCE OF WORK UPON HIGHWAYS", PUBLISHED BY INSTALLATION DETAILS SHALL CONFORM TO THE PROVISIONS IN SECTION 86-5.01A, AL c NECESSARY. REMOVAL AND REPLACEMENT OF ENTIRE SIDEWALK AREA FOR THE STATE OF CALIFORNIA. DEPARTMENT OF 'TRANSPORTATION. APPLICATION "INSTALLATION DETAILS" OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL JACKING/DRILLING PITS 1S ALSO ALLOWED. AND USE OF DEVICES SHALL BE AS SPECIFIED AND AS DIRECTED BY THE PROVISIONS. SLOTS CUT IN THE PAVEMENT SHALL BE BLOWN OUT AND DRIED BEFORE BEFORE OTS CUT DEPENDENT UPON ADVERSE SOIL CONDITIONS OR OTHER CIRCUMSTANCES ENGINEER. INSTALLING INDUCTIVE DETECTORS. AFTER CONDUCTORS ARE INSTALLED IN SLOTS CUT KING N ENCOUNTERED AT THE TIME OF CONSTRUCTION, THE ENGINEER MAY SPECIFY THE CONTRACTOR SHALL KEEP THE BAKERSFIELD FIRE DEPARTMENT IN THE PAVEMENT, THE SLOT SHALL BE FILLED WITH EPOXY SEALANT CONFORMING WHICH OF THE ABOVE MENTIONED METHODS MAY BE USED. INFORMED AT ALL TIMES AS TO THE EXACT LOCATION AND PROGRESS OF THE TO THE REQUIREMENTS IN SECTION 95-2.09, "EPOXY SEALANT FOR INDUCTIVE LOOP" LOOP" PULL BOXES. PULL BOXES SHALL CONFORM TO THE PROVISIONS IN SECTION WORK AND SHALL NOTIFY THEM IMMEDIATELY OF ANY STREETS IMPASSABLE TO WITHIN 1/8 INCH OF THE PAVEMENT SURFACE. THE SEALANT SHALL BE AT LEAST ,T LEAST i^i II rn nNG, < < 86-2.06, "PULL BOXES", OF THE STANDARD SPECIFICATIONS AND THESE FOR FIRE FIGHTING EQUIPMENT. 1/2 INCH THICK ABOVE THE TOP CONDUCTOR IN THE SAW CUT. BEFORE SETTING, JT THE - " Z a ti O SPECIAL PROVISIONS. THE SIXTEENTH AND NINETEENTH PARAGRAPHS OF SECTION 7-1.08, SURPLUS SEALANT SHALL BE REMOVED FROM THE ADJACENT SURFACE WITHOUT THE RECESSES FOR SUSPENSION OF BALLASTS WALL NOT BE REQUIRED. "PUBLIC CONVENIENCE", OF THE STANDARD SPECIFICATIONS, SHALL BE USE OF SOLVENTS, t7i a CONDUCTORS AND WIRING CONDUCTORS AND WIRING SHALL CONFORM TO THE AMENDED TO READ AS FOLLOWS' INLIEU OF THE EPOXY SEALANT SPECIFIED ABOVE. SLOTS MAY BE FILLED WITH EITHER EITHER c a a9, .W PROVISIONS IN SECTION 86-2.08, "CONDUCTORS", AND SECTION 86-2.09, CONSTRUCTION OPERATIONS SHALL BE ACTIVELY IN PROGRESS ONLY OF THE FOLLOWING MATERIALS. iE SM. SPEC. v "WIRING", OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL BETWEEN THE HOURS OF 8:30 A.M. - 4:00 P.M., MONDAY THRU FRIDAY, 1. AN ELASTOMERIC SEALANT CONFORMING TO SECTION 86-5.01A(5) OF THE STD. SPEC. PROVISIONS. EXCEPT LEGAL HOLIDAYS, WHERE CONSTRUCTION OPERATIONS ARE ACTIVELY 2. ASPHALTIC EMUISION SEALANT CONFORMING TO SECTION 86-5.01A(5) OF THE STD. SPEC. F 1HE STD. SPEC. c PHASE AND w w CONDUCTORS - THE CONTRACTOR SHALL USE MULTI-CONDUCTOR, IN PROGRESS, A MINIMUM OF ONE TRAFFIC LANE, NOT LESS THAN TWELVE FEET IDENTIFICATION OF EACH CONDUCTOR PAIR SHALL CONSIST OF LABELING THE PHASE AND A TAG S n ELECTRICAL CABLES FOR ALL CIRCUITS EXCEPT LIGHTING, CAMERA IN WIDTH, SHALL BE OPEN FOR USE OF PUBLIC TRAFFIC. WHERE CONSTRUCTION DETECTOR SLOT NUMBER (IE 6J2L. 8J8U, 3I5U. ETC.) IN PERMANENT INK ON A TAG DETECTION AND BETWEEN THE SERVICE SWITCH AND CONTROLLER CABINET. OPERATIONS ARE NOT ACTIVELY IN PROGRESS, NOT LESS THAN TWO SUCH LANES SUITABLE FOR SUCH PURPOSES (STUART ELECTRIC TY RAP, CATALOG NO. TY55320R OR i5320R OR CONDUCTORS SHALL BE SPLICED BY THE USE OF "C" SHAPED SHALL BE OPEN FOR USE BY PUBLIC TRAFFIC. PUBLIC TRAFFIC MAY BE PERMITTED APPROVED EQUAL. DETECTOR LOOPS IN CONCRETE PADS SHALL BE SEALED WITH EPOXY SEALANT ITH FPO%Y SEALANT COMPRESSION CONNECTORS AS SHOWN ON STANDARD PLAN ES 13. TO USE THE SHOULDERS AND. IF HALF-WIDTH CONSTRUCTION METHODS ARE USED, C~ Z SPLICES SHALL BE INSULATED BY "METHOD B" MAY ALSO BE PERMITTED TO USE THE SIDE OF THE ROADBED OPPOSITE TO SERVICE. SERVICE SHALL CONFORM TO THE PROVISIONS IN SECTION 86-2.11, THE ONE UNDER CONSTRUCTION. NO ADDITIONAL COMPENSATION WILL BE ML OWN "SERVICE", OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. ALLOWED FOR ANY SHAPING OF SHOULDERS NECESSARY FOR THE UNLESS OTHERWISE NOTED, SERVICE SHALL BE SHOWN ON THE PLANS ACCOMMODATION OF PUBLIC TRAFFIC THEREON DURING PAVING OPERATIONS. AND SHALL BE FURNISHED WITH 100 AMP, 240 VOLT, 3 POLE MAIN BREAKER IN ORDER TO EXPEDITE THE PASSAGE OF PUBLIC TRAFFIC THROUGH OR No = Z (I ~ a AND THE FOLLOWING BRANCH CIRCUIT BREAKERS: AROUND THE WORK AND WHERE ORDERED BY THE ENGINEER, THE CONTRACTOR (L L SHALL, AT HIS OWN EXPENSE, FURNISH, INSTALL AND MAINTAIN NO. AMPS PHASE VOLTS BRANCH METERED CONSTRUCTION AREA SIGNS, LIGHTS, FLARES, TEMPORARY RAILING (TYPE K), BARRICADES. AND OTHER FACILITIES FOR THE SOLE CONVENIENCE AND EER 1 60 1 110 TRAFFIC SIGNAL YES DIRECTION OF PUBLIC TRAFFIC. ALSO, WHERE DIRECTED BY THE ENGINEER, 2 30 1 110 LIGHTING NO THE CONTRACTOR SHALL FURNISH COMPETENT FLAGMEN WHOSE SOLE DUTIES SHALL CONSIST OF DIRECTING THE MOVEMENT OF PUBLIC TRAFFIC THROUGH OR AROUND THE WORK. WHEN DEEMED NECESSARY BY THE CITY, THE SIGNS /-.h jr) J J "ROAD CONSTRUCTION AHEAD'. NO. C-18. AND 'END CONSTRUCTION', C-13, SHALL BE FURNISHED, INSTALLED AND MAINTAINED BY THE CONTRACTOR AT h LOCATIONS AS DIRECTED BY THE ENGINEER AT LEAST 48 HOURS IN ADVANCE Z6 c ~ ~ Z 4 I THE CONTRACTOR SHALL COORDINATE WITH P.G.& E. TO MAKE SERVICE OF ANY CONSTRUCTION CONNECTIONS TO SERVICE POINTS SHOWN ON THE PLANS. THE OWNER WILL EXISTING HIGHWAY FACILITIES. THE WORK PERFORMED IN CONNECTION \\11,'1361 PAY ALL REQUIRED COSTS AND FEES REQUIRED BY THE UTILITY. WITH VARIOUS EXISTING FACILITIES SHALL CONFORM TO THE PROVISIONS IN CONTRACTOR SHALL OBTAIN NECESSARY BUILDING PERMIT FOR SERVICE SECTION 15. "EXISTING HIGHWAY FACILITIES". OF THE STANDARD SPECIFICATIONS PEDESTAL AND THESE SPECIAL PROVISIONS. TESTING TESTING SHALL CONFORM TO THE PROVISIONS IN SECTION 86-214, EXISTING CITY HIGHWAY SIGNS AND STREET MARKERS SHALL REMAIN "TESTING" OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. THE SIGNAL SHALL NOT BE PLACED IN FLASHING MODE, NTH SIGNAL. RELOCATED AND MAINTAINED DURING CONSTRUCTION SO AS TO CONVEY THE FACES UNCOVERED, PRIOR TO FUNCTIONAL TESTING SUBMIT TO THE CITY SAME INTENT THAT EXISTED PRIOR TO CONSTRUCTION. GENERAL SERVICES ELECTRICAL DIVISION FOR TESTING EXISTING CITY HIGHWAY SIGNS AND STREET MARKERS SHALL BE PLACED FUNCTIONAL TESTING. ALL FUNCTIONAL TESTING SHALL CONFORM TO THE IN THEIR PERMANENT POSITION BY THE CONTRACTOR ; FORCES PRIOR TO } m PROVISIONS IN SECTION 86-2.14C "FUNCTIONAL TESTING", OF THE STANDARD COMPLETION OF CONSTRUCTION. SIGNS REMOVED FROM THE PROJECT AREA SPECIFICATIONS AND THE FOLLOWING PARAGRAPH: SHALL BE DELIVERED TO THE CITY CORPORATION YARD AT 4101 TRUXTUN FUNCTIONAL TEST PERIOD IS INCLUDED IN THE NUMBER OF WORKING AVENUE. DAYS TO COMPLETE THE PROJECT AS DESCRIBED IN SECTION 4 "BEGINNING ROADSIDE SIGNS. ROADSIDE SIGNS SHALL CONFORM TO THE PROVISIONS F OF WORK, TIME OF COMPLETION AND LIQUIDATION DAMAGES" OF THESE IN SECTION 56-2, "ROADSIDE SIGNS", OF THE STANDARD SPECIFICATIONS AND Q SPECIAL PROVISIONS: THESE SPECIAL PROVISIONS. HOUSING, VISORS, DIRECTIONAL LOUVERS AND BACKPLATES SHALL NOT MISCELLANEOUS ROADSIDE SIGNS SHALL CONFORM TO CITY STANDARD 0 BE STRUCTURAL PLASTIC TS-4. ALL LAMPS FOR TRAFFIC SIGNAL UNITS SHALL BE FURNISHED BY THE WARNING-REGULATORY SIGNS. SIGN PANELS SHALL BE MOUNTED ON CONTRACTOR. POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY ALL SIGNAL FACES SHALL BE PROVIDES WITH 12-INCH SECTIONS. OR EQUAL. ROADSIDE SIGNS INSTALLED PER STANDARD T-19 SHALL BE THE FOURTH SENTENCE OF THE FIRST , ,KAGRAPH OF SECTION 86-4.06, RELOCATED WITHIN SIDEWALK 6 INCHES FROM BACK. "SIGNAL MOUNTING ASSEMBLIES". OF THE STANDARD SPECIFICATIONS, SHALL SIGNS-MEASUREMENT. SIGNS GROUND MOUNTED ON STEEL POSTS SHALL BE AMENDED TO READ AS FOLLOWS. BE MEASURED BY THE UNIT. ONE OR MORE SIGN PANELS MOUNTED ON A SINGLE POST TOP SUP-FITTERS AND TERMINAL COMPARTMENTS SHALL BE CAST POST INSTALLATION SHALL BE COUNTED AS ONE UNIT. SIGNS MOUNTED ON BRONZE OR HOT-DIP GALVANIZED DUCTILE IRON THE SIGNAL MAST ARM OR SIGNAL POLE STANDARD SHALL BE INCLUDED IN LUMINAIRES, LUMINAIRES SHALL CONFORM TO THE PROVISIONS IN SECTION THE LUMP SUM PRICE PAID FOR THE TRAFFIC SIGNAL. 86-6.01, "HIGH INTENSITY-DISCHARGE LUMINAIRES".OF THE STANDARD REMOVE TRAFFIC STRIPES AND PAVEMENT MARKINGS. TRAFFIC STRIPES SPECIFICATIONS AND THESE SPECIAL PROVISIONS. AND PAVEMENT MARKINGS TO BE REMOVED WILL BE AS SHOWN ON PLANS AND LUMINAIRES SHALL BE FURNISHED WITH 310-WATT HIGH PRESSURE AS DESIGNATED BY THE ENGINEER. SODIUM LAMPS AND INTEGRAL BALLASTS. TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE REMOVED TO THE AN IN-UNL FUSE SHALL BE LOCATED IN THE PULL BOX FULLEST EXTENT POSSIBLE FROM ME PAVEMENT BY ANY METTIOD THAT DOES PHOTOELECTRIC CONTROLS. PHOTOELECTRIC CONTROLS SHALL CONFORM TO NOT MATERIALLY DAMAGE THE SURFACE OR TEXTURE OF THE PAVEMENT OR THE PROVISIONS IN SECTION 86-6.07, "PHOTOELECTRIC CONTROLS", OF THE SURFACING. WHERE BLAST CLEANING IS USED FOR THE REMOVAL OF PAINTED STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. TRAFFIC STRIPES AND PAVEMENT MARKINGS, THE AREA SHALL BE SHIELDED EACH ' IIMINAIPF SHALL BE PROVIDED WITH A TYPF IV PHOTOELECTRIC SO THAT NO MATERIAL FROM THE BLASTING OPERATION IS .t LOWED TO ENTER CONTROL. THE AREA THAT IS OPEN TO THE PUBLIC TRAFFIC. SAND OR OTHER MATERIAL DEPOSITED ON THE PAVEMENT AS A RESULT OF REMOVING TRAFFIC STRIPES AND MARKINGS SHALL BE REMOVED AS THE WORK PROGRESSES. ACCUMULATIONS PEDESTRIAN SIGNALS. PEDESTRIAN SIGNALS SHALL CONFORM TO THE OF SAND OR OTHER MATERIAL WHICH MIGHT INTERFERE WITH DRAINAGE OR PROVISIONS IN SE(,IIUN 86-4.U5, "PEUESTRIAN ;,IGNALS FACLJ)% OF THE. MICFiT CON: TITUTL A NA.'ARO TO TRAFFIC WILL NOT BE ('CRMITTED STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. TRAFFIC STRIPES SHALL BE REMOVED BEFORE ANY CHANGE IS MADE IN PEDESTRIAN SIGNALS SHALL BE TYPE G. CONFORMING TO THE ,.,r T .rr,n e.Tans. FOLLOWING: ' z i TYPE G FACH TYPE 0 PFDFSTRIAN SIf:NAI_ SHALL. CONSIST OF A BLAST CLEANING FOR REMOVAL OF TRAFFIC STRIPES SHALL BE HOUSING WITH FRONT SCREEN, A MESSAGE PLATE AND TWO LIGHT SOURCES, FEATHLREU OUT 10 IRREGULAk ANU VARYING WIDTHS, PAVEMENT MARKINGS EACH CONSISTING OF LUMINOUS TUBING AND POWER SUPPLIES FOR THE SHALL BE REMOVED BY BLAST CLEANING A RECTANGULAR AREA, RATHER THAN DRAWN BY: HAG LUMINOUS TUBING. JUST LETTERING OR MARKINGS. SO THE OLD MESSAGE CANNOT BE CHECKED BY: SPR THE MESSAGE PI ATE SHALL BE 1/8 INCH NOMINAL THICKNESS IDENTIFIED. ULIkAV1ULE1-STAt9LlZLD, HRIaMATIC-PATLERNED POLYCAkBVNATL PLASTIC; PETER REMOVAL 0' TR,'JF!- STRIPES AND PAVEMENT IAP.EKINI - A FOG _APPROVED BY: 3/16 INCH NOMINAL THICKNESS HAMMERED WIRE-GLASS; OR 3/16 INCH SEAL COAT SHALL BE APPLIED IN CONFORMANCE WITH THE PROVISIONS IN NOMINAL THICKNESS ULTRAVIOLET-STABILIZED, PRISMATIC-PATTERNED SECTION 37, BITUMINOUS SEALS", OF THE STANDARD SPECIFICATIONS AND DATE: 11/26/97 ACRYLIC PLASTIC. THE MESSAGE PLATES SHALL HAVE A FLATBACK SURFACE THE FOLLOWING: OVER THE ENTIRE PROJECTED AREA FYCEPT WHFRF THE SYMBOLS ARE IN TRAFFIC STRIPE REMOVAL AREAS, THE FOG SEAL COAT SHALL BE JOB W()= 5133_-001 LOCATED. THE MATERIAL USED TO MASK THE MESSAGE PLATE SHALL BE HARD APPLIED OVER ME IRAFN- SIkW REMUVAL AREA AND IU IRREGULAH AND - AND DURABLE AND SHALL BOND SUCH THAT IT WALL NOT FLAKE OR PEEL WHEN VARYING WIDTHS WITH AN AVERAGE WIDTH OF 2 FEET ON EACH SIDE OF THE THE MESSAGE PLATE IS IN USE OR IS WASHED. THE SYMBOLS SHALL BE THE BLAST CLEANED TRAFFIC STRIPE REMOVAL AREA. SHEET o 0 'DM ONLY ILLUMINATED PORTION OF THE MESSAGE PLATE. IN PAVEMENT MARKING REMOVAL AREAS, THE FOG SEAL COAT SHALL BE THE ME.SSAGC PLATE Si,AU1 BE 9EALE0 TO A PULYCARBONATC CASE TO APP'.!ED TO THE ET! r;EAyl , PFr TANGVLAP ARc' O~ FORM A DUST TIGHT AND WEATHERPROOF MODULE. THE MODULE SHALL FULL COMPENSATION FOR FIIPNIS141NG AND APPLYING FOG SEAL AS CONTAIN AND PROPERLY SUPPORT THE LUMINOUS TUBING AND POWER SPECIFIED HEREIN SHALL BE CONSIDERED AS INCLUDED IN THE CONTRACT 2 N SUPPLIES. PRICE PAID PER SQUARE FOOT FOR REMOVAL OF TRAFFIC STRIPE AND rn~ EACH LIGHT SOURCE SHALL HAVE A SEPARATE POWER SUPPLY. EACH PAVEMENT MARKING AND NO SEPARATE PAYMENT WILL BE MADE THEREFOR. W POWER SUPPLY SHALL REQUIRE LESS THAN 36 WATTS WITH A POWER FACTOR OF NOT LESS THAN 90 PERCENT OVER A RANGE OF INPUT VOLTAGES FROM 105 of= 3 04 !1 ,I ' TO 130 AT A FREQUENCY AT 60t 1 HZ. 4I6L 14I6U I j 1 I I CONDUCTOR- SCHEDULE I II RUN NO. I V/ I 28 CONDUCTOR CABLE 2 1 1 1 1 - - - _ - - _ - - _ _ W I I 9 CONDUCTOR CABLE 3 2 1 - - - - _ - - - - - - - - z Z W 5 CONDUCTOR CABLE 4 2 1 - J - - - - - - - - - I I I PER-EMPTION CABLE 3 3 2 1 J D Q P O L E S C H E D U E > 0 STANDARI L STANDARD ARMS LUMINAIRE PIED PUSH BT. SIGNAL MOUNTING S.N.S. REMARKS Q 10 LUMINAIRES 4 4 2 2 2 - 2 2 4 - - - - - - _ I TYPE C TYPE HT. SIG. LUM. H.P.S.V. TYPE PHASE MAST POLE PED. MESSAGE Q 01 - - - _ _ _ _ _ _ - - - I o I q 19A-2-80 A 19A-2-80 35 30 15' 310 W B 4 MAS,MAT - - Coffee Rood - 0 02 6 6 - - - 3 - - - - - - - B 26A-4-80 35' 40' 15' 310 W - - MAS,MAT SV-1-T SP-1-T Granite Falls Drive EXTREME CAUTION DURING EXCAVATION Q J 03 6 - - - - - _ _ 26A- 4- 80 cv I C TYPE 1 A C TYPE 1A 10' - - - B 6 - SV-1-T - _ _ ♦♦ZRR J W a D TYPE 22 35 - 15' 310 W B 6 - - - - EXTREME CAUTION DURING EXCAVATION V LD 05 1 1 1 - - - - ? _ _ _ _ _ _ _ _ I I I JI E TYPE ?A C 06 7 - - - 7 3 - II E 13C LL TYPE to 10' - - - - - - TV-2-T SP-1-T - EXTREME CAUTION DURING EXCAVATION 0 7 - - - - - - - - - - - - _ = I I ~ F 26A-4-80 LL M F 26A-4-80 35' 45 15' 310 W - - MAS,MAT SV-2-T - Granite Falls Drive - Vr W O W 0 8 - - - - - _ _ _ _ _ _ _ _ _ ' III I I G PPB-POST G PPB-POST 4' - - - g 4 - - - - EXTREME CAUTION DURING EXCAVATION Z TOTAL 19 7 7 - 7 3 3 2 k8 SIGNAL SERVICE - - LL 4 #6 SIGNAL SERVICE - - 2 _ _ _ _ I I I ( - - - - - - - 3 3 3 3 - - I I LL m a19 6 PAIR INTERCONNECT CABL _ _ I I Q a O - - - - - - - - - - - 1 , I CONDUIT SIZE (INCHES) 2-3" 3" 3" 2" 2-3" + « + 2" 2" 2" CONSTRUCTION NOTES Z I « = 1-1/2" CONDUIT I I Ii PHASE D I A G R A M I I =i ml SUPPLY AND INSTALL TYPE 170 CONTROLLER AND AUXILIARY EOUIPMENT IN A MIDDLE 332 CABINET. GROUP A GROUP B I Q INSTALL TYPE III-BF (120/240V) SERVICE WITH 70 AMP. METERED SIGNAL CIRCUIT, 40 AMP. UNMETERED LIGHTING CCIRCUIT. II I j a SUPPLY AND INSTALL PULL BOX WITH EXTENSION. III ALL OTHER PULL BOXES SHALL SHALL BE /5 WITH EXTENSION. N _ z um ® INSTALL MAST ARM SIGN AS SHOWN PER STD PLAN ES-61", DETAIL "U". ~ 8 III PHASE 1 PHASE 2 PHASE 3 PHASE 4 f I I W 3^ .sj 00 ❑5 INSTALL TYPE IV THERMOPLASTIC DIRECTIONAL ARROWS PER CALTRANS STANDARDS ^ \ N II I I © INSTALL 12" WHITE LIMIT LINE/CROSS WALK z I , ❑ REMOVE AND SALVAGE TO PGdE EXISTING STREETLIGHT. 0) rn II I I Z c'n $ INSTALL STREET NAME SIGN PER CITY STANDARD T-20. PHASE 5 PHASE 6 PHASE 7 PHASE 8 I I a COFFEE ROAD GRANITE FALLS I 9 FURNISH AND INSTALL OPTICOM 711 PRE-EMPTION DEVICE WHERE INDICATED, EXACT LOCATION ON THE POLE SHALL BE DETERMINED BY THE CITY ENGINEER IN THE FIELD. ~ aT ICI FURNISH AND INSTALL OPTICOM 762 PHASE SELECTOR UNIT IN THE CONTROLLER CABINET. v I CONTRACTOR SHALL MAKE CONNECTIONS AS NECESSARY FOR A FULLY OPERATIONAL PRE-EMPTION SYSTEM. w1~ W~ ; j 4I1L 411U11 I V ® INSTALL SIGN WHERE SHOWN, DI R496A. 11 SUPPLY AND INSTALL 2-691 MODEMS IN CABINETS. w u W cDr. R 1y A 3 I II I k ......................I I f i I 1 k PROPOSED PG&E PEDESTAL I EL o ` POINT OF SERVICE 9 u" ROAD 6 z a ...........,..._.-......1 s 6 k a 2 CC O 3 1 CC 1 y ENGINEER PROPOSED PG&E TRANSFORMER 2 © 11 0 X. 2-3" C. 06P 7 I 06 5 H Q ~ S p •a: r. N D h J J S AT 200 SPACING AND PULL BOXE FL y Z CL ` O X 6J3U FFEE 2° CONDUIT WITH INTERCONNECT CABLE -06P/ TO SIGNAL CONTROLLER AT ROSEDALE HWY. STEEL CASING 04P CO 6J3L S w SIP 06 6AL1 280' TO LIMIT LINE 6J2L - - 8 a 6 634L 6J2U l \ TYP. - 9 s 6 - - - - - - i - - ~g _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . R73-2 4 _ • 6 02 - - - r. 350 TO LIMIT LINE 2I4U it, 212U - - - - - - 4 R61-19.1 g - 214L - 04 04 04 04 8 EDGE OF BRIDGE 212L - - - - - P - - - - - 2I3L 02 213U _ 02 i~ C2P MODEN INTERCONNECTJTERMINAL BLOCK TB-1 i O 1 INPUT PANEL /r WIRE COLOR ASSIGNMENT „ s PIN FUNCTION MODEM HARNES TB-1 INTERCONNECT COLOR ABLE F- A AUDIO IN WHITE T81 -3 WHITE DRAWN BY: HAG B AUDIO IN BLACK TB1-4 BLACK CHECKED BY. SPR C AUDIO OUT RED TBi-5 BLACK D AUDIO OUT GREEN TB1-6 GREEN APPROVED BY- Underground Service Alert T8- tO 0 TB-i DATE: 11126197 Call: TOLL FREE TB-2 0 TB-2 JOB NO: 5133-001 TB-3 (COMM IN) O TB-3 (COMM IN) r 1-800 TB-4 ~COMM 7 0 T8-4 (COMM IN) ~j TB-5 COMM TOUT) O TB-5 (COMM OUT) SI-EET C3 422-4133 TB-8 (COMM OUT) O TB-6 COMM OUT) N TWO WORKING DAYS BEFORE YOU DIG INTERSECTION INTERSECTION LOCATION A LOCATION A N INTERCONNECT DETAIL N of 3 L