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HomeMy WebLinkAbout6806.74_SIGNALONSTOCKDALEATRIVERWALK_EASTENTRANCE_PG1A.C. PAVING TESTING NOTES: _ I SP7-39.01 l ,I 7-I. ASPHALT CONCRETE. Asphalt concrete shall be Type 'B' and shall conform to the provisions in Section 39, "Asphalt Concrele', of the Standard Specifications and these special provisions. CITY OF BAKERSFIELD Aggregate for Type "B' asphalt concrete shall conform to the requirements for three-fourths (3/4) inch " maximum, medium grading, as specified in Section 39-2.02, 'Aggregate', of the Standard Specifications, lit',' UAI HIi:V WAY lil',•r• CONSTRU( 'Wii'Y tHWY 'Y'I 4 ;'I r DECEL LA CONSTRUCT MEDIAN BREAK KERN I N'~ When directed by the City Engineer, aggregate conforming to any of the grading requirements in Section TRAFFIC 4 ~DECEL LANE AND COUNTY CALIFORNIA = TRAFFIC SIGNAL 39-2.02. 'Aggregate , of the Standard Specifications shall be used to surface intersections, topers, and other areas where thin layers of asphalt concrete ore being constructed. Asphalt concrete Type 'B" shall hove a bituminous binder of paving grade asphalt of AR 4000 viscosity N LOT 0 OF LOT 5 or grade. unless otherwise directed by the City Engineer, and shall conform to the requirements shown in FLA 02-0198 PIt 10625 pMi 10625 5 or CONSTRUCTION PLANS FOR the table for 'Steam-Refined Paving Asphalt' in Section 92-1.02, *Gradei , of the Standard IRL)XTUN a t _ 10675 - I P.M. 10625 Specifications. PROJECT I I '---1 Price to commencing work an the project, the Conlractar mall provide to the City Engineer the SITE TRAFFIC SIGNAL ON STOCKDALE HIGHWAY 1'. n KI_,At E HIIiHW L sT ALE HI(iFIWAY following Information: - - uc~w AY r A - a,The aggregate and asphalt source; AT ~Z RIVERWALK EAST ENTRANCE AMIN,: ME ()I,% N.E CDR. b. Documentation that oggregates conform to Section 39-2.02, 'Aggregate', of SEC 6 30/27 the Standard Specifications. Material sieve analysis and sand equivalent results should not be older than six O 6 months The other test results r ! equired in Section 39-2.02, A I V 'Aggregate, of the Standard Specifications should not be older than one (1) year. p•- + s. An asphalt concrete mix design determined by California Test 367. the .r laboratory test results on which the design is based shall be included for review. The NOTE: 1. PRIOR TO THE START OF ANY PHASE OF asphalt concrete mix shall also meet the requirements of Section 39-2.02, 'Aggregate', it v+ In, wv of the Standard Specifications. If the submitted data shows that the materials are a it r Sit LOCATION MAP CONSTRUCTION, THE CITY CONSTRUCTION substantially the same as when the design was prepare, the design may be up to three SCALE: 1•-200' INSPECTION DEPARTMENT SHALL BE GIVEN (3) years dd. •I VV4tllk I ANf 24 HOURS NOTICE. TELEPHONE 326-3049 The asphalt binder in the concrete shall be lour and one-half percent (4,5X) to live and eight - tenths 1 a N percent (5.8%) based on the weight of the dry aggregate only I'1,1141!.1 SOIJIFVAHG _ ' - LIST OF MATERIALS 1,ti HI k~ The asphalt concrete shall be compacted so that the void ratio of the completed mix is between six I TFM _ MATERIALS 2. COMPACTION TESTS WILL BE THE SUBDIVIDERS 1 o RESPONSIBILITY. NUMBER AND LOCATION OF D a a percent (6%) and eight percent (8%). „ UNIT . OFF -SITETHE TESTS TO BE DETERMINED BY THE CITY I u o a I +ARRIS RonD A.C. PAVING Paving pals shall match stripe locations. r CLASS II AGG. BASE _ TONS 23s ENGINEER. Z I BASE CUYD 107 If the finished surface of the asphalt concrete does not meet the CURB SUBGRADE AND GUTTER PREPARATION specified surface tolerances, it shall be f+f 1 71 ^'i TTE7 ZEPARATION SQYD 803 w M - w I JTTE LF 370 3. ALL MATERIALS SUPPLIED FOR THIS PROJECT 00 brought within tolerance by either: ~rl! .11u., HANDICAP RAMPS MPS _ SQFT 570 WILL REQUIRE A CERTIFICATE OF COMPLIANCE a. Abrasive grinding with equipment utilizing diamond blades (with fog seal coal MEDAIN CURB w cp LF 248 STATING THAT THE REQUIREMENTS & STANDARDS o a- `O ° on the areas which have been ground), TRAFFIC SIGNAL STRIPING SIGNS AL STRIPING SIGNS EA 1 AS SET FORTH BY THE CITY OF BAKERSFIELD ' w VICINITY MAP REMOVE-CURB & CUTTER b Removal and replacement, or NO SCALE REMOVE MEDIAN CURB c. Placing an overlay of asphalt concrete. The method will be selected by the City AVi & CUTTER LF sss AN CURB URB HAVE BEEN MET. Co LF 398 _ i Engineer . The corrective work shall be at the Conlroctor's expense. If used, the Fog x W LF 618 Seal Coat shall be either Asphalt Rejuvenating Agent or Asphaltic Emulsion as directed by the City Engineer LEGEND: If abrosive grinding is used to bring the finished surface to specified surface tolerances, additional ABBRLAATIONC grinding shall be performed as necessary to extend the area ground in each lateral direction so that the FL FLOWLINE POVC POINT ON VERTICAL CURVE ENGINEER'S STATEMENT fR , lateral limits of grinding ore at a constant offset from, and parallel to the nearest lone line or pavement CL CENTERLINE BVC BEGIN VERTICAL CURVE edge, and in each longitudinal direction so that the grinding begins and ends at lines normal to the ELEV ELEVATION EVC END VERTICAL CURVE b~ pavement centerline, within any ground area. All ground areas shall be neat rectangular areas of BCR BEGIN CURB RETURN PI POINT O INTERSECTION THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH uniform surface appearance Abrasive grinding shall conform to the requirements in the first paragraph BCR END CURB RETURN and the lost four paragraphs in Section 42-202, "Construction", of the Standard Specifications. PRC POINT OF REVERSE CURVATURE J o CITY OF BAKERSFIELD ORDINANCES, STANDARDS. AND DESIGN CRITERIA, ~ o Nn BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY Where the compacted thickness is 0.15 foot or less, half width surfacing operations shall be conducted in EC END CURVE TC TOP OF CURB OR OTHER REVIEW BOARD. = g C tS oI such a manner that, of the end of each day's work, the distance between the ends of adjacent surfaced PIVC POINT O INTERSECTION TP TOP OF PAVEMENT lanes shoe not be greater than con be completed in the following day of normal surtocing operations OF VERTICAL CURVE R/W RIGHT-OF-WAY b I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS Additional asphalt concrete shad be placed along the transverse edge at the ends of each lane, hand raced, GB CFADE BREAK AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION, and compacted to form temporary conforms. Kraft paper. or other approved bond breaker, may be placed under the conforms to facilitate the removal of the conforms when paving operations resume. EXISTING SURVEY MONUMENT Where the compacted thickness is more than 0.15 fool, the Contractor shall schedule his paving • FURNISH & INSTALL STREET SIGN PER C.O.D, STD. S-40. operations such that each layer of asphalt concrete is placed on all contiguous lanes of a troveled way each work shift Al the end of each work shift, the distance between the ends of the layers of asphalt fURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. S-40. concrete on adjacent lanes shall not be greater than ten (10) feet. Additional asphalt concrete shall be APPROVED BY: RICHARD MEY R R C.E. 28104 DATE placed along the transverse edge at the ends of each lane and along the exposed longitudinal edges FURNISH & INSTALL STREET LIGHT-5800 LUMEN PER DETAIL - SHEET 1. between adjacent lanes, hand raked, and compacted to form temporary conforms. Kroft paper, or other - FXP 3--31 O l approved bond breaker, may be placed under the conform feathers to facilitate the removal of the feathers when paving operations resume. ' FURNISH & INSTALL STREET LIGHT-9500 LUMEN PER DETAIL -SHEET 1. The area to which point binder has been applied shall be closed to public traffic. Care shall be taken to ovoid tracking binder material onto existing pavement surfaces beyond the limits of construction. A prime coat will not be required on subgrade prior to placement of asphalt concrete, APPROVED BY: RAUL M. ROJAS PUBLIC WORKS DIRECTOR DATE R.C.E- 39880 EXP, 12-31-05 Intersections and tapered shoulders shall be surfaced as directed by the City Engineer. At rood connections and private drives, shown on the plans and as directed by the City Engineer, additional asphalt concrete surfacing material shall be placed and hand raked, if necessary, and compacted to form X b ALHAMBRA FOUNDRY A-3911 ZI smooth, tapered connections ttiti - 4 TOT 4 3vt%3Vi"v Vt" CURB ANGLE OR EQUAL The compaction after rolling shall be ninety-five percent (95%) of the density obtained with the / ii"O MILD California Kneading Compactor per California Test 304. S I T. - { REVIEWED BY: _a~ls 2/ -c~li`~ - " :r •I'' STEEL The field density of compacted asphalt concrete shall be determined by ANGLE TO rJ MATCH uae Q ~ ANT PUBLIC WORKS DIRECTOR -C IT o. A properly calibrated nuclear asphalt testing device in The field, or 11 MIN CURB FACT S v,'e O 30"t' b. ASTM 01188 when slobs or cares are token for laboratory testing. Inc NOTE: ALL DIM. ARE OUT TO OUT DETAIL A 1 32 f REVIEWED BY: ~~c~ 3/ aT vZ steal may be substituted with paraffin. STEP DETAIL TRAFFIC ENGINE t R " In case of dispute, method 2 above shall be used, R-3 ' i ,I I If the test results for any lot of asphalt concrete indicate that the relative density is below ninety-rive ALHAMBRA FOUNDRY NO. A-1254 percent (95%), but above ninety-two and none-tenths percent (929%), the Contractor wall be advised that MANHOLF FRAME & COVER, OR EOUAI., i he is not attaining the required relative density and that his materials. or procedures. or both, need SE _T TO GRADE AS DIRECTED BY THE - SEE STLP DETAIL odpstment Asphalt concrete spreading operations shall not continue until The Contractor has notified the ENGINEER, SEE NOTE 9, AND NOTE 4 IIII~11 City Engineer of the adjustment that will be made in order to meet the required compaction. 1 I i If the tests results far any lot of asphalt concrete indicate that the relative density is less than ninety-three A percent (93%), the asphalt concrete represented by that lot shall be removed and replaced I I rn" +T~?- - 'r-~ I A I- ! I n" h l INDEX OF SHEETS I W DETAIL B SHEET TITLE L1Y.lLxt~ 1. COVER SHEET STANDARD NOTES 1 ALL CONCRETE TO BE T 1 L CONCRETE TO BE CLASS "A" CONCRETE. 2. TRAFFIC SIGNAL PLAN I 1 ALL IMPROVEMENTS SHALL BE IN ACCORDANCE 10. INSTALL HANDICAP RAMPS PER C.0.8. STD. DWG. S-41. I I I 2. WALL REINFORCING NC ,LL REINFORCING NOT REQUIRED WHEN H=8" OR LESS AND THE 3, STOCKDALE HIGHWAY - STREET PLAN & L UNSUPPORTED WIDTH OFTITHE THE CITY REOUIREMENTS SPECIFICATIONS 11 ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET I _J CENTERS PLACED 11/2' SUPPORTED WIDTH OR LENGTH = 7" OR LESS. WALLS EXCEEDING STRIPING PLAN I I I I ! ESE LIMITS SHALL BE REINFORCED WITH NO. 4 BARS AT 18" U y 2 THE FOLLOWING CITY QF BAKERSfIELO STANDARDS 1/4' BELOW PAVEMENT GRADE. NTERS PLACED 11/2" CLEAR TO INSIDE OF BOX UNLESS OTHERWISE 4. SPECIFICATIONS SHALL BE CONSIDERED PART OF THESE PLANS. 12. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST SEE DETAIL "A" FOR SHOWN. S-1, S-3. S-4, S-12. S-14, S-17, S-25. 5-26. S-27, 2 WORKING DAYS PRIOR TO CONSTRUCTION. 1-800-227-2600 PLAN r~ REINFORCING AROUND PIPE. OWN. LLJ S-29, S-40, S-41, ST-6. ; 1 ALL EXPOSED METAL 5. SPECIFICATIONS W IS WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED 3. SEE INDIVIDUAL SHEETS FOR BASE & PAVING SECTIONS. ON POSTS WITH HAITI M2G SERIES BOLT AND VANDAL PROOF EXPOSED METAL PARTS SHALL BE GALVANIZED AFTER FABRICATION = NUT ASSEMBLY OR EOUAL, ROADSIDE SIGNS INSTALLED PER 4. STEPS - INSTALL ON! co - INSTALL ONE STEP 16"i ABOVE FLOOR WHEN "H" IS MORE O STD. T-19 SHALL BE LOCATED WITHIN SIDEWALK 6" FROM BACK. THAN 4'-0° AND LEST 4 INSTALL STANDARD SURVEY MONUMENT FRAME AND AN 4'-0" AND LESS THAN 5*-6". WHERE. "H" IS MORE THAN 5'-6' LU COVER PER CITY OF BAKERSFIELD STD. DWG. 5-29. 13. CRUSHED AGGREGATE BASE (CAB) SHALL CONFORM TO SECTION 200-2.2 OF THE _ STEPS SHALL BE EVEI _PS SHALL BE EVENLY SPACED AT 12"t INTERVALS FROM 16"t ABOVE J FLOOR TO WITHIN 12" STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREENBOOK') )OR TO WITHIN 12" OF THE TOP OF THE BOX. PLACE STEPS IN WALL 6' WING W/2 ; r l~ TO BE INSTALLED CAB SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH THE CONTRACT ~ FACE ANGLE OPENINGS, WHERE PO: MATCH GLI 0- EXISTING PLANS, THE 'GREEN BOOK' AND THESE DETAILED SPECIFICATIONS. CAB SHALL (SEE DETAIL B) iEVA n0 iTER LIP ,'-SLOPE TO MATCH ENINGS, WHERE POSSIBLE. _ HE GRADED TO WITHIN CITY TOLERANCES AND COMPACTED TO 95% OF THE j - -_G---- ADJACENT STREET GRADE 5. ALL. REINFORCING IN ) O S T INSTALL TRAFFIC CONTROL SIGNS MAXIMUM DRY DENSITY PER ASTM D-1997, •I CURB ( - { REINFORCING IN TOP OF STRUCTURE 10 HE p5 8" O.C. 1117 CLEAR ~k-CENTERLINE STORM DRAIN 1I INSIDE FACE, UNLESS + INSTALL STANDARD STREET NAME SIGNS PER C.OB SID. S-40 15 AN OPEN CTRFFT PFRMIT C4AIt Rr ORTAINrn rams err ran nr ;IDE FACE, UNLESS OTHERWISE NOTED. Q- INSTALL METRO SIZE STREET NAME SIGNS PER C.O,B. STD S-40 BAKERSFIELD PUBLIC WORKS DEPT, FOR ANY-WGRN PERFORMEDV PPORT BOLTS SHALL BE INSTALLED WHEN LENGTH OF OPENING EXCEEDS 1, LIP CURB AND GUTTER _I -`}INSTALL STANDARD STREET LIGHTS, 9500 LUMEN H. P.S.V. WTMIN EXISTING ACCEPTED STREET RIGHT-OF-WAY, UNLESS ON LL POST tAP. SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN 7'-0" AND SHALL BE -0" AND SHALL BE SPACED AT NOT MORE THAN 7'-0" O.C. AND NOT ~ i 4W-INSTALL 6 SUPPORT BOLTS SHAL - STANDARD STREET LIGHTS, 21000 LUMEN H.P. S. V, APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED LESS THAN 5'-0" O.C iS THAN S'-O" O.C. ; i FLOWLINE CURB AND GUTTLR Q) ON 18' STEEL POLFS WITH 6' MASTARMS. WTHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR ~POST TOP LIGHTS MOUNTED ON PRESTRESSED CONCRETE POSTS, TO ISSUANCE OF THE PERMIT. 7 WHEN STRUCTURE IS I TO MATCH THOSE EXISTING IN THE VICINITY, EN STRUCTURE IS LOCATED WITHIN CURB RETURN, THE CURB ANGLE \ 8 SHALL BE FABRICATE[ ALL BE FABRICATED IN CHORD SECTIONS OF EQUAL LENGTH NOT TO B.C.R. n 6 INSTALL TYPE 'B' CURB AND GUTTER, PER C.O.B. STANDARDS, ON EXCEED 4 FEET WITH ALL STREETS UNLESS OTHERWISE NOTED. WHEN "W" 5 FT. TH 'EED 4 FEET WITH ONE SUPPORT BOLT AT EACH ANGLE POINT. li CCS Q EN "W" 5 FT. THE CURB ANGLE MAY BE FABRICATED STRAIGHT. SIDE WALK w C.- `d 7. INSTALL 55' SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED. LL THICKNESS, T=6" EXCEPT: BENCH MARK USED 8. WALL THICKNESS, T=6 8. SEWER LATERAL LOCATIONS TO BE STAMPED ( S ) INTO ME CURB H > 8', T=8" l W ( 6' WINC_ H > 8' 7-8" - - TOP OF CONCRETE MONUMENT AT INTERSECTION OF OLD RIVER FACE OVER EACH SEWER LATERAL W > 8', T=8" (Fl ROAD AND HOWELL DRIVE. ELEVATION = 366.605 (U.S.G.S. DATUM) SECTION A-A H W > 8', T=8"(FRONT & BACK WALLS ONLY.) W 9 INSTALL ADDITIONAL M 3-I/2 PULL BOX FOR STREET LIGHTS AT PER TRACT 5426 D > 8', T=$"(SI D > 8', T=8"(SIDE WALLS ONLY.) CENTERLINE STORM DRAIN F I P.C& E. SERVICE POINT, ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A MINIMUM Of 6" THICK. 9. LOCATION OF FRAME :ATION OF FRAME AND COVER TO BE DETERMINED BY THE ENGINEER. r MODIFIED TYPE "A" CATCH BASIN 10. CAST-IN-PLACE OR P 3T-IN-PLACE OR PRECAST ALTERNATIVE IS OPTIONAL WITH CONTRACTOR. TYPICAL CATCH BASIN LOCATION to SEE SECTION 51-102 SECTION 51-102 OF STANDARD SPECIFICATIONS. LL 0 i I NOTES II 11 I , iD All equipment and materials shall be furnished by the contractor. m Provide Type 170E Controller with 412c prom module and Bitrons 233 program with elContractor. RM D I III 11 1 ~4 modem and 332 Cabinet assembly. Service shall be 120v 240v Type III-BF, provided by I I 1 I~{ II Raise pedestal for 332 Cabinet to 12" height. N II { ® Pull box in front of controller shall be /16. All others shall be #5 unless otherwise noted. P.G.&E. power point will be installed by others. Contractor shall Install conduit from power point to pull box POLL ~)CHEDULL 1 and make connections for power. z ® Luminaires shall be cutoff type, 310 W. HPSV. n ~ SIGNALS NAUNscN REMARKS sTS M All new signal indications shall be 12 inch. LOCI. STANDARD LcHnNC - WA - iK w-Dw T VEHICLE DON'T WALK 0 STA. 127+17.41, 71.19LT. ® Install Autoscope cameras (2-8mm and 2-16mm as indicated on Pole Schedule) on luminaire most arms. 10 Locate cameras 3' from center of luminaire. All wiring is to be internal to poles and most arms to the A A TV-1-T SP-1-T 04 - - maximum extent possible and shall exit most arm at a point 4' from center of luminaire. l~ m Street name signs and hangers shall be furnished and Installed by Contractor. Cy PI t5 SV=1-T CE STA. 127+02.17, 55.10L1. MAS SP-1-T 06 04 RIVER WALK MOUNT PREEMPTION OPTICAL DETECTOR E~ 1 I. { Street name signs shall be intemolly illuminated Type A signs, per Coltrans Std. ES-33. 24A-4-80 35 C MAT -R34-2 8 mm Camera I a I W ' ® All pedestrian indications shall be new, international symbol type as detailed in the specifications. 127+1 7,28 I ~ STA -TA ~o { ® All unused, solvoged material shall be delivered, by the contractor, to Wastewater Plant ~l2 at Mt. Vernon Ave. south of Fwy. 58. Contact Frank Young prior to delivery at (805) 326-3152. (rr(1 15 SV-2 SP_ 1- T 04 04 STOCKDALE HWY 16 mm Camera g (0 19A-2-80 30 MAT ® Pole location indicated on the "Pole Shedule" are approximate. Final location of the standards shall - SV-17 7 q_ STA. 127484.13. 54.01RT ' cod' I J be as directed by the Engineer at the site. w MAS RIVER WALK ' 11 All utility locations shown are approximate only and represent the best information supplied by the various CD 29A-5-80 15 50 MAT Q -R96/R96A 8 mm Camera '2 MOUNT PREEMPTION OPTICAL DETECTOR -A utility companies. Final responsibllty for locating utilities in the field lies with the Contractor. © Contractor shall remove striping and pavement markings as indicated on the plan, a ao by obliterating a rectangle whose limits are the edge of each word. Under NO N n r \ STA. 127+86.80, 66.02LT. {I~ m L~ o u ao C 1A SV-2-T SP-1-T 06 © -R96/R96A 1 1 {1', circumstances are the letters to be removed individually. _ Z STA. 127+71.86. 8021L,[-- © Existing sidewalk shall be removed and replaced as necessary to complete all construction. o Z : i 00 06 P. P. B. .1 „ Sidewalk may only be removed and replaced in complete panels. v o e 00 - - I ® Conduit crossings on Stockdole Highway shall be bored except as otherwise permitted by the City Engineer. z I I J Q s} 1 ® Install No. 5 pull box at existing Interconnect conduit. w v 000 ® Provide striping and pavement markings as shown. Refer to Signing and Striping Plans for remaining \ requirements and additions to existing striping and pavement markings. N ° © Provide traffic control sign mounted on most arm/signal standard. (Type as indicated) N m i ~ ICI fI I ii ii { I O ® Provide traffic control sign, ground mounted. (Type as indicated) 0 0 t m I I ~ I (i 14 t -I 04I c I AMP, REFER - - - A } - , ~6 OPROPOSED HANDICAP RAMP, REFER TO STREET CONSTRUCTION PLANS, ON PLANS. -----------iEvJ-~--~_- EXISTING R/W EXISTING SEWER LINE REFER 0f6' pf PROPOSED HANDICAP RAMP. TO STREET CONSTRUCTION PLANS j - - j,l - - PROPOSED CURB k GUTTER, REFER _ zW E GAS ONE. r. - f 12' VIDE CONTINUOUS OJ EXISTING . ~ _ EXISTING WATER LINE _ _ - B 06 WHITE CROSSWALK LINES TO STREET CONSTRUCTION PLANS. - / ~lSis OAP I REMOVE $ RELOCATE EXISTING UTILITY BOXES, REFER TO S1REf 1 u 1 ~_--EXISTING CURB I CONSTRUCTION PLANS. EXISTING FIBER OPTIC LINE ! I' ~ EXISTING CURB & GUTTER " _ I - 12 VIDE CONTINUOUS YIIIiF IIM11 LINE SEE STRIPING PLAN FOR REVISIONS/ADDITIONS EXISTING STREET LICAIT 1 TO STRIPING ON SOTKCDALE HIGHWAY 06 LI (Tl _ R34-2 I EXISTING MEDIAN CURB 70 B~ REMOVED REFER TO _ EXISTING STRIPING - - STREET CONSTRUCTION PLANS ~ STOCKDALE HIGHWAY ` - EXISTING STRIPING 06 -®--R34-2 EXIS EXISTING MEDIAN CURB K r5 05 i s EXISTING STORM DRAIN `--®--R-96/R%A AN CURB (2 EA, SAME PO51) -PROPOSED MEDIAN CURB, REFI '.OPOSED MEDIAN CURB, REFER c. STREET CONSTRUCTION PLANS, _EXISTINCLSiRIPING - - - - EX15nNG MEIr - - I PROPOSED MEDIAN CURB. REFER 02 TO STREET CONSTRUCTION PL) - - - _ ,i1 ,a, c w I n TO STREET CONSTRUCTION PLANS, - - - - ------~z r -SECTION LINE - 12' WIDE CONTINUOUS _ 'v nm° E.XISIING STRIPING WHITE CROSSWALK LINES. _ I _ I u w Y,ttlY 04P I 04 1 04 04 f I R96/R96A ---,W--------------------------------------------- II~;I~~'•.;~'.~ 2 11 11 NORTHEAST CORNER SEC. 6, 30127 I I C2P MODEM INTERCONNECT TERMINAL BLOCK TB-1 INPUT PANEL #4 s--• <a WIRE COLOR ASSIGNMENTS a PIN FUNCTION WIRE COLOR TB-1 WIRE COLOR I y Z MODEM HARNESS INTER. CABLE U CONDUCTOR SCHEDULE A AUDIO IN WHITE TB1-3 WHITE 3' 2" 2" 2" 2' 5 2.. 2„ 2„ 2„ 1 _f l_; L N D NDUIT-51 A B AUDIO IN BLACK TB1- 4 BLACK U CONDUCTOR RUN 1 4 7 8 11 4 C AUDIO OUT RED TB1-5 BLACK LL. ) N N N N N N N N N N N N N N N N N N N N Q SIGNAL STANDARD (REFER TO POLE SCHEDULE) N)EW 28_C__ OR OR (E(EOR XIST. 4 4 1 3 2 1 CONDUIT RUN (REFER TO CONDUCTOR SCHEDULE) E AUDIO OUT GREEN TB1-6 GREEN CD Q Aga 1 1 1 _ CONDUCTOR - - T8-1 TB-1 5 CONDUCTOR 1 1 1 1 1 04 fF- SIGNAL HEAD WITH PHASE # - 155 l NO TB-I I si 10 LIGHTING 2 2 1 LUMINAIRE - MOUNTED ON SINIiAL J HrvurRu TB-J(COMM IN) O COMM IN) T11-3 8 12 LIGHTED 2 2 2 2 2 2 2 2 2 2 # ST. NAME SIGN - - - B PEDESTRIAN SIGNAL TB-1 (COMM IN) COMM IN) TB-4 TB-5(COMM OUT) COMM OUT) TB-5 TB-6(COMM OUT) (COMM OUTTB-6 ct g 4 AUTOSCOPE CAMERA - - - - PULL BOX INTERSECTION INTERSECTION C SIGNAL CONTROLLER INTERCONNECT DETAIL RG59 AUTOSCOPE 3 3 3 1 2 1 1 1 3 3 3 3 3 3 12 AUTOSCOPE PWR 3 3 / ELECTRICAL SERVICE PEDESTAL W _ _ _ _ - - 2 ~ TRAFFIC CONTROL SIGN (AS INDICATED 2 SERVICE PRIMARY 3 - # 6 SERVICE SECONDARY 2 - - - - _ _ 1 1 ~o 1 CAL- TRANS TYPE IV ARROW (DIREC PION AS INDICATED) INTERCONNECT i ( l GntiCTRl1~TION NOTES' I, PF'ASVEMENT FOR STOCKDALE HIGHWAY SIOCKDALE HIGHWAY IMPROVEMENTS SHALL CONSIST OF 0.45' TYPE O1 CONSTRUCT TYPE 'B CURB & GUTTER PER C.O.B. STD S--1 _ CURVE TABLE B' A.C. OVER 0.40' AGG. BASE OVE 0.40' AGG. BASE OVER 1.65' O.G. COMPACTED TO 95% RELATIVE CURVE LENGTH RADIUS TANGENT DELTA MAXIMUM DENSITY PER C.O.B. STD. S 3ITY PER C.O.B. STD. ST-6. N O CONSTRUCT HANDICAP RAMP PER C.O.B. STD 5-41 Cl 4718' 30.00' 30.06' 90.06'5 ' 2, SAWCUT EXISTING PAVEMENT AS SHC LNG PAVEMENT AS SHOWN TO A NEAT VERTICAL FACE. -w9 C2 44.96' 30.00' 27. 1' 85'52'20" ,FFIC AND SIGNAL PLAN FOR ADDITIONAL STRIPING AND SIGNING FUTURE ENTRY O CONSTRUCT TYPE *M' MEDIAN CURB MATH W TOTAL CURB HEIGHT C3 1 .00' IB 5.00 50.01' 0310'28" 3, REFER TO TRAFFIC AND SIGNAL PLAP AND 7.5" CURB FACE. C4 3.14' 1.00' 180.00'00" REOUIREMENTS. / 2.50' 16.31' 162'34'09" 11 I " CONTRACTOR. LOT 5 OF LOT 6 OF J SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER CS 7. 4. ALL EXISTING IMPROVEMENTS TO REA TAPER DATA NQ-<> THE CONTRACTOR SHALL REPLACE C 11 1 11 j IMPROVEMENTS TO REMAIN SHALL BE PROTECTED BY THE O TOR SHALL REPLACE OR REPAIR ANY AND ALL EXISTING IMPROVEMENTS P.M. 10625 r II' P.M. 10625 + MAGED OR REMOVED DUE TO CONTRACTOR'S OPERATIONS AND SHALL >0 + 'I c 11' 11 SaN 0 0 US REMOVE. & RELOCATE EXISTING P.G.K. VAULT. STATION OFFSET THAT ARE DAMAGED OR REMOVED Di I L1. DO SO AT NO ADDITIONAL COST. ADDITIONAL COST, ; Q V IIII IJ II 7 o, °O = O, I II 1f ~ ~ O, O a J GD .~i ~ U W U © REMOVE & RELOCATE EXISTING PAC. BELL VAULT FUTURE ENTRY LOT 5 OF 129481.25 59.24 129+8625 59.16LT. 11 a J UW J 0J P.M. 10625 129+91.25 58.940. ~ z ao ill ~~II `~cQ ~a~~~oU M~1m^n rn"~ O REMOVE & RELOCATE EXISTING CABLE TV BOX. H n 129+96.25 58.56LT, x u a ~n n x I " 130a 01.25 58.03LT, (per y~1 n II t~l ~1~1 a 4~y i f W a m J^ ~1y O O N I I I II N C I= < W N O m O- ,f1 N A li LOT B OF 0 n a d I I W Q K N Z H OZ - ® REMOVE & RELOCATE EXISTING PULL BOX. ' A I 130+06.25 5735LT ro , 130+11.25 56 521-T, _ m rn i ~ v r C~ I~,~i, L ~U- moo a W ~t3 < < DETAIL ON SHEET 1. E~ 130+26.26 53.80LT. ~2 1 O9 CONSTRUCT MODIFIED CATCH BASIN, SEE m j J , u4 130+41.26 51 OBLT u4 1 L.LA 02-0198 L r m W N ^ ITO 6 ryN 130+46.26 50.25LT. 130+51.26 49 570. CONSTRUCT NEW STAMPED CONCRETE 'HARDSCAPE' o 10 TO MATCH EXISTING TO THE WEST. o ' a a F oz " 130+56.26 49 o4u a F;Z 'm n rr Ili NP 130+61.26 48,66LT N NN N Z 11 ALIGNMENT OF WHEEL TRAVEL, SEE PROFILE ILLUSTRATION. 6 ^n n ' ^ 130+66.26 48.44LT. E`-F 5 I 3 << 2 u 130+71.26 48.3611. ov_+ dd _ - - - 12" WIDE CONTINUOUS WHITE UMIT LINE u m W ~N y~ ww NN LOT B OF > 2 ~ Zx _ _ EXISTING DETAIL 9--, m~ W lr EXISTING MEDIAN EXISTING DETAIL 9 TO REMAIN LLA 02-0198 CURB & GUTTER- TO REMAIN _ N69'05',24"W !.;u nn _ - _ n ^ POINT 'A* O rJ a 11 I" vbl~' EXISTING DETAIL 9~ O Z a0 TO RfMALN C) cc Iq 3 T 1 11vPpNT "8" 1 in "w, int)C SECTION LINE INSTALL 50 LF OF 4" MADE CONTINUOUS SECTION TINE 5 SAWCUT~ 4 - } 3 10 I J - /5 - EIIISTING MEDIAN C" I t._EMSTING DETAIL 9 WHITE LINE ALIGNED VAM EXISTING LANE ZQ J I I I Tp REMAIN STRIPING. o~ Q I N89.05'24'W , le Or, GUTTER, ,14s0t' w W I 10 r.' Ik NO 9 603W 2- - - - - - - F a o ~t I N S C- Z % C N f" N I AA Z c• F - N qA 8 s + D ♦ C ~ I < P laJ - - - - - 1:,.,-,^ - - - SECTION LINE 118 ST Ii 6R 1 - -2- POINT POINT 'E"~ - - - SECTION LINE + IX) Y - Z 2 £ o P U Oyy F O m I I ' POINT 'D" - L - r 2 +N U r W l U > 9 n r - mm a ~ w V, m + ~1ryry ~ m v ~ .o 'O ,ZOI,Zn W N L In O (7 I, 1) w I AtL J o > A$ TAPER DATA N0.<~> m n > ,p r OIO TAPER DATA NO.0 _ ~ N IA + - o STATION OFFSET l~y o a ER w ~LI1o STATION OFFSET z 5' i y F= m+ 127+85-92 1.90LT. < y` ~ I I:11 z V2 iO v ^ . N a 125+14.84 6.64RT i an L. 127+91.71 OA2LT ° w1 m n 44 g f Oil 125+19.82 6.57RT, b S~ s; 0% N, 127+96.71 1.54RT m a ♦ ° - ~i 128+01.71 297RT. z~ r { 125+24.81 6.24RT, W O Nj U . i 128+06.71 418FIT. <a °D x w 125+29.80 5.91RT. STOCKDALE HIGHWAY 4 128+11.71 5,18RT, 125+34.78 534RT. {v a o Z N z 125+39.77 4.51RT. FIp 128+16.72 5.95RT. ix Z ~rW1I U~iI ` 125+41.76 3.68RT. i uI~ 128+21.72 6,50RT. STRIPING SPLAN s0A 125+5974 0.84RT. ? bSlBi 128+26.72 &82RT. 125+74,68 2.14E T. 128+3172 6.92RT f r 125+79.67 3,05LT. 125+84.66 3.79LT, 125+89.64 4-360. 125+94.63 4.77L T. LEGEND: I ' LEGEND* 125+99.62 5.Ott ~126+04.60 S.O6lr STOCKDALE HIGHWAY Pagi NATIONS )(:ALL- I•• - 50' HORIZONTAI RIGHT OF WAY FL FLOWLINE POVC POINT ON VERTICAL CURVE 1• 5• VFRTICAL CL CENTERLINE BVC BEGIN VERTICAL CURVE S 386 386 386 EDGE OF PAVEMENT 1 ELEV ELEVATION EVC END VERTICAL CURVE 386 ¢ n ~ N z BCR BEGIN CURB RETURN PI POINT OF INTERSECTION 386 m ~ ECR END CURB RETURN PRC POINT Of REVERSE CURVATURE c3 + 384 n 384 = CURB FLOWLINE z = z 384 j n n < BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE ^ ^ ^ 384 n i ~r > FURNISH k INSTALL TRAFFIC SIGNS PER C.0 B. STD. T-1 : EC END CURVE TC TOP OF CURB 384 1 a 382 ° ° 382 "R1" -STOP "W31" - END PIVC PONT OF INTERSECTION TP TOP OF PAVEMENT 382 OF VERTICAL CURVE FC FINISH CONCREIF v, >WJ N ~4s 382 $ $ "R10" - ONE WAY "W53" - NOT A THROUGH STREET W N 6M v F= m GB GRADE. BREAK R/w RIGHT-OF-WAY 382 x + ItI W~ w a Zw op1 380 380 380 "R11" - DO NOT ENTER "W53A" - NO OUTLET A 380 ~Z~ m "R26" - NO PARKING "W56" - DOUBLE ARROW FURNISH & INSTALL SURVEY MONUMENT PER C.0-B. STD. 5-29. 380 < ^ W < F 378 F~ . n t,n ~n n 378 I.,I 378 "R41" -RIGHT TURN ONLY "W57" -SINGLE ARROW l y a 1~ m W VI m N W W N EXISTING SURVEY MONUMENT 378 _ ~ _ z > i = W i W3" - CURVE ARROW "RIB" - RIGHT LANE MUST TURN RIGHT . APPROXIMATE EXISTING 376 376 376 "R81" BIKE LANE BIKE LANE MARKINGS PER CAL-TRANS STANDARDS : I FURNISH & INSTALL STREET SIGN PER C.OB, STD. S-40 378 376 - NORTH FLOWUNE S - 5 = 0.25% S _ t 232 d 1 FURNISH & INSTALL METRO STREET SIGN PER C.O.B. SID. S-40. 376 EXIST FLOWLINE S=0.50% . 374 S = ..D 374 S, CAL-TRANS TYPE IV ARROW r n ^ Tas 374 FURNISH INSTALL STREET LICFIT-9500 LUMEN PER DETAIL - SHEET 1372 372 LEFT OR RIGHT AS APPLICABLE FURNISH & INSTAL STREET LIGHT-5800 LUMEN PER DETAIL -SHEET 1 5=0.50% S= -0 25% 374 374 372 372 CAL-TRANS TYPE 1 (10) ARROW PROPOSED NORTH FI.OWLR4E FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SIDT-19 372 "W31" END 370 370 370 370 r ~7 CAL-TRANS TYPE VI ARROW "RI' -STOP 370 "RIO" - ONE WAY W53" - NOT A THROUGH STRCEF ^ 130 1 31 PROFILE III USTRATION OF WHEEL TRAVEL CAL-TRANS TYPE VIII ARROW I + 'R11' - DO NOT ENTER "W53A" - NO OUTLET 127 128 129 "R26" - NO PARKING "W56" - DOUBLE ARROW CAL-TRANS TYPE VTI ARROW I 1 LEFT OR RIGHT AS APPLICABLE "R41• - RIGHT TURN ONLY "W57' - SINGLE ARROW 'W3" - CURVE ARROW v r N - NOTE_ FII NOTE: FIELD FIT A SMOOTH CURVE THROUGH P.V.I.'S IN U } N r PAVING LEFT TURN LANE THROUGH MEDIAN. CAL-TRANS TYPE 111 ARROW Q iSTORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 386 P, 386 i = m y LEFT OR RIGHT AS APPLICABLE 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS W w N w x v w CAL-TRANS TYPE 1 (18) ARROW z w x a u 384 CATCH BASIN -REFER TO SEWER & STORM DRAIN PLANS `•'du ai5 ~C C=7 384 ~a^ CAL-TRANS TYPE III 8 ARROW + r w ~ U r- m n 0' U N g SEWER - REFER TO SEWER & STORM DRAIN PLANS + 382 CAL-TRANS TYPE It ARROW = 382 0 SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. z p LEFT OR RIGHT AS APPLICABLE W Z< ci u U A MAW W u W J W Z x 380 a N W W W N CAL-TRANS TYPE 11 B ARROW Q ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 380 U ~ PROPOSED SAWCUI LIMIT LINE 378 378 FUTURE CAL-TRANS STRIPING AND MARKINGS, TYPICAL F y Y - FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT 376 O ~ NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS I O 376 s<-o.09z S=-0.69% =-11 ALL PERMANENT STRIPING k PAVEMENT MARKINGS EXISTING FIBER OPTIC LINE 374 TO BE THERMOPLASTIC PAINT PER CALTRANS EXISTING SPLICE BOX FOR INTERCONNECT 374 STANDARD SPECIFICATION 8010-21C-19 O TR3=N0. 3 1/2 SIZE TR5=N0. 5 S37E TR6=NO 6 SIZE 372 ALL TEMPORARY STRIPING SHALL BE NON-THERMOPLASTIC EXISTING INTERCONNECT CONDUIT 372 } CL) C2 CURVE NUMBER FOR CURVE DESCRIPTION 370 370 0"Z ITEM Of WORK -SEE SCHEDULE 125 126 127 128 129 OW 5Lc-RQ .ff-%NA114N. SECTION I1'1EN Q STOCKDALE HWY. J REMOVE EXISTING co A CURB & GUTTER I ary  q STOCKOALE HWY. 55' ^ I w 3 , z 65' I W 5 9 7 Q g F.L. I' SAWCUT ')Wf I WHERT SECTION IS SNOYM fk STOCKDALE HWY. F.L. R/W R/W 65' _ _+__l W 7' R/W F, 1. 49. _ 48C --I PROPOSED EXIST. EXISTING A.C. PAVING F,L. 48' 48. Cn > EXISTING A.C. PAVING 3% MIN. REMOVE EXISTING EXISTING A.C. PAVING I F.L. 11' 48' I EXISTING A, C. P~ EXISTING AC. PAVING I 1-1.5Xt v<i j I MEDIAN CURB 5-6.5x! 5' 1. ? EXIST. A.C. PAVING EXIST. MEDIAN V SAWCUT I I 3 i I 10 BE REMOVED- yARIE; I I EXIST. A.C. PAVING I 1 10.08-3.8% REMOVE EXISTING I -REM REMOVE EXISTING ING MEDIAN CURB VARIES 0.51L MIN. CURB k GUTTER ER EXIST.I. MEDIAN VARIES VARIES 0.45' TYPE "B" A.C. W 0.40' CRUSHED AGG. BASE I l/) VARIE' EXIST. CURB, `EXIST 6' CONSTRUCT CURB ~ AND GUTTER I 0.45' TYPE W A.C- SIDEWALK AND CUTTER ~E%IST. 6' 1,65' COMPACTED OZ O 95% MAX. RELATIVE DENSITY Lu SIDEWALK arl a 040' CRUSHED AGG. BASE 7 0.45' TYPE -B* AC EXIST. CURB 0.40' CRUSHED ACC. BASE EXIST. CURB SECTION c 1.65' COMPACTED O.G.- AND GUTTER SECTIONS AND GUTTER 95% MAX. RELATIVE DENSITY 1.65' COMPACTED O.G. 95% MAX RELATIVE DENSITY s.mu 1*=Io' ~3.~ Scue I"=10' 3 SECTION SCALE, 7-10' 3 a i ALL WORK EMBRACED HEREON SHALL CONFORM TO CALTRANS STANDARD PLANS AND TablA SPECIFICATIONS DATED JANUARY 1992 AND ALONG WITH THE FOLLOWING PROVISIONS: Maximum Power Comsumption (in Watts) Table 2- 4 FOUNDATIONS. Foundations shall conform to the provisions in Section 86-2.03, Maintained Initial Intensities for tial Intensities for Arrow and PV Indications (in cd/m2) Type 2 Traffic Signal Module "Foundations," of the Standard Specifications and these special provisions. Red Yellow Green The following specification requirements apply to the Type 2 module only. All general ~ ~ The Contractor shall furnish the anchor bolts, nuts and washers to be used for new Temperature 25'C 74'C 25'C 74'C 25'C 74'C F Red Yellow Green specifications apply unless specifically spercedded in the section. Indication 5,500 11,000 11,000 Type 2 modules can be manufactured under this specifications for the following faces: foundations and shall furnish the appropriate nuts and washers for existing foundations 300mm circular it 17 22 25 15 15 Arrow Indication to be reused. 200mm circular 8 13 13 16 12 12 Bicycle Indication STANDARDS, STEEL PEDESTALS AND POSTS. Standards, steel pedestals and posts shall PV Indication f e Indication 5,500 5,500 5,500 300 mm circular 300mm arr w 9 12 10 12 11 11 conform to the provisions in Section 86-2.04, "Standards, Steel Pedestals and Posts", Lone Control X ` dication future future future 200 mm circular „o of the Standard Specifications and these special provisions. Bicycle indication 11 17 22 25 15 15 Control X 5,500 n 1o n /a 300 mm arrow PV indication 11 17 22 25 15 15 Lane Control (Arrow) I n A pull rope shall be installed in all most arm poles from the hand hole at the pole Control Arrow n 1a n /o 11,000 _ Programmed Visibility (red, yellow, green) _ base up through the signal mast arm to the farthest head. A second pull rope shall be Lane control (X) 9 12 n/a n/a n /a n /o Physical and Mechanical Requirements O installed in all most arm poles with luminaires from the hand hole at the base of the pole Lane control n 1a n /o n /o nla 11 11 Tabli up through the luminoire arm to the luminaire. The pull rope shall be doubled back into Table 2-5 The module shall fit into existing traffic section housings built to the sPecfications the pole or arm of each termination. LED modules will have EPA Energy Star compliance ratings, if applicable to that Minimum Maintained Intensities Ili tained Intensities for Arrow and PV Indications (in cd/m2) detailed in ITE Publication: Equipment and Material Standards, Chapter 2 (Vehicle CONDUIT. Conduit shall conform to the provisions in Section 86-2.05, "Conduit", of the shape, size and color. Traffic Control Signal Heads), with the existing lens, reflector and lamp socket Z Standard Specifications and these special provisions. F Red Yellow Green remaining in place, and without modification to the housing. Conduits may be installed by either jacking/drilling or open trench methods. Operation Voltage Arrow Indication s Indication 5,500 11,000 11,000 Each Type 2 module shall be designed to mount in the standard lamp socket Installation using jacking or drilling shall conform to Section 82-2.05C "Installation", of The modules shall operate from a 60 HZ k3 HZ AC line over a voltage ranging Bicycle Indication the Standard Specifications. Open trench installation in pavement shall conform to the from 95 volts to 135 volts. the fluctuations of line voltage shall have no visable PV Indication fi e Indication 5,500 5,500 5,500 normally used with on incodescent lamp. following specifications. effect on the luminous intensity of the indications. Lane Control X 5 dication future future future The maximum weight of a Type 2 module shall be 1.4kg (3 Ibs). 1. Conduit shall be rigid non-metallic type. Conduit shall be placed under existing Operating voltage of the modules shall be 120 VAC. All parameters shall be Control X 5,500 n a n a Type 2 modules shall be a sealed unit containing all components necessary for operation. pavement in a trench not to exceed 6 inches in width. Trench shall be cut using measured at this voltage. Lone Control Arrow n Control Arrow n /a n /a 11,000 The installation of o Type 2 module shall not require any removal of. or modification to the a rock saw and all loose uncompacted material shall be removed from the bottom of the trench prior to placement of conduit. The installed conduit shall have o Power Factor standard lamp socket or reflector. the installation of a Type 2 module shall not require cover of eighteen (18) to twenty-one (21) inches below finished grade. The LED signal module shall have a power factor of 0.90 or greater. Toblr 2. The conduit shall be placed in the bottom of the trench and the trench shall be THD Chromaticity Stands Table 2-6 special tools. bockfilled with a one (1) sack slurry cement backfill. Slurry cement backfill shall Total harmonic distortion (current and voltage) induced into an AC power line by Chromaticity Standards (CIE Chart) 300 mm Arrow be placed to within 0.20 feet of the pavement surface. The top 0.20 feet shall a LED signal module shall not exceed 20 percent. The following specification requirements apply to the 300 mm arrow only. All general o be bockfilled with asphalt concrete produced from commercial quality paving asphalt and aggregates. Surge Suppression Red Y: not reater than 0.308, or less 1 an 0.308, or less than 0.988-x specifications apply unless specifically sperceded in the section. M I a 3. Prior to spreading asphalt concrete, point binder shall be applied as specified in The signal module onboard circuitry shall include voltage surge protection to with- Yellow Y: not less than 0.411, nor less tha 0.411, nor less than 0.995-x, nor less than 0.452 The crow module shall meet specifications stated in Section 9.01 of the ITE Publication: f ' ° $ Section 39-4.02, "Prime Coot and Paint Binder," of the Standard Specifications. stand high repetition noise transients as stated in Section 2.1.6 of NEMA Green Y: not less than 0.506-0.519x, nor 0.506-0.519x, nor less than 0.150+1.068x, nor more than 0.730-x Equipment and Material Standards, Chapter 2 (Vehicle Traffic Control Signal Heads) for arrow o z - I e Spreading and compacting of asphalt concrete shall be performed by any method Standard TS-2. 1992. indications. 0 a: v which will produce an asphalt concrete surface of uniform smoothness, The LED circuitry shall prevent perceptible fllicker to the unaided eye over the Physical and Mechanical Requirements ical Requirements The LEDs shall be spread evenly across the illuminated Z I ; texture, and density. voltage range specified above. 4. All excavated areas in the pavement shall be bockfilled except for the top 0.20 All wiring and terminal blocks shall meet the requirements of Section 13.02 of the LED traffic signal modules shall be y portion of the arrow area. a $ foot, by the end of each work day. The top 0.20 foot shall be placed within three ITE Publication: i m nt an Material Standards. Chapter 2 (Vehicle Traffic optical units of signal indications and shall modules shall be designed as retrofit replacements for existing 300 mm Bicycle Li I { (3) working days otter trenching. Control Signal Heads . appropriate sections for Type 1 and Type 2 ficotions and shall not require special tools for installation. See 3 0 00 T. Type 1 and Type 2 modules. The following specification requirements apply to the 300 mm bicycle only. All general Temporary roadmix or other acceptable temporary surface will be allowed on Compatibility specifications apply unless specifically spercedded in the section. o 41 o the top 0.20 feet until such a time as the permanent asphalt surface is placed. The modules shall be operationally compatible with currently used controller assemblies Environmental Requirements o in ements The bicycyle module shall meet approximate shape and size specification as shown in Figure 6--1 m Dependent upon adverse soil conditions or other circumstances encountered at the (soild state load switches, flashers, and conflict monitors). Review TEES Chapters 3 for bycycle signal face. City shall make the final determination as to the final determination Y ; time of construction, the Engineer may specify which of the above methods may be used. The LED signal module shall be rate iodule shall be rated for use in the operating temperature range A pull rope shall be installed in all signal conduits new or existing. The pull rope shall and 6 for specifications on these devices. of 40'C (40F) to +74'C (+165'F). The mo be nylon or polypropylene wiht a minmum tensile strength of 500 pounds. At least 2 feet When a current of 20mA AC (or less) is applied to the unit, the voltage read across throughout this range. 165'F). The modules shall meet all specifications as to the conformance to the intent of the specification, m p F. of pull rope shall be doubled back into the conduit at each termination, the two leads shall be 15 VAC or less. The LEDs shall be spread evenly across the illuminated portion of the bicycle area. The modules and associated onboard circuitry must meet Class A emission limits The LED signot module shall be pros PULL BOXES. Pull boxes shall conform to the provisions in Section 86-2.06, "Pull Boxes", Y mu the requirements of NEMA Standard 250-I iodule shall be protected against dust and moisture intrusion per 300 mm Programmed Visibilty (PV) of the Standard Specifications and these special provisions. referred in Federal Communications Commission (FCC) Title 47, Subpart B, Section 15 all internal components. 4 Standard 250-1 99 1 for Type 4 enclosures to protect The following specification requirements apply to the 300 mm PV only All general Recesses for suspension of ballasts will not be required. regulations concerning the emission of electronic noise. specifications apply unless specifically spercedded in the section. ~~CR CONDUCTORS AND WIRING. Conductors and wiring shall conform to the provisions in Construction The module shall be a Type 2 module designed and constructed to be installed in a programmed Section 86-2.08, "Conductors," and Section 86-2.09, "Wiring", of the Standard Photometric Requirements Specifications and these special provisions. The LED signal module shall be a si visibility (PV) siganl housing with out modification to the housing CONDUCTORS - The Contractor shall use multi-conductor electrical cables for all The minimum initial luminous intensity values for the modules shall be as stated assembly for installation into an existing trc iodule shall be a single, self contained device, not requiring onsite into on existing traffic signal housing. The power supply The LEDs shall be spread evenly across the module. ° Nn circuits except lighting. camera detection and between the service switch and controller in Table 2-2 and/or Table 2-4 at 25'C. for the module shall be integral to the unit ntegral to the unit. i @ e cabinet. The modules (excluding yellow) shall meet or exceed the illumination values shown 300 mm Lone Control W Conductors shall be spliced by the use of "C" shaped compression in Table 2-3 and/or Table 2-5, throughout the useful life based on normal use in The circuit board and power supply connectors as shown on Standard Plan ES 13. in traffic signal operation over the operating temperature range. boards shall conform to Chapter 1, Section and power supply shall be contained inside the module. Circuit ~d Splices shall be insulated by "Method B". Yellow modules shall meet or exceed the illumination values shown in Table 2-3 Equipment Specifications". Chapter 1, Section 6 of the Transportation Electrical The following specification requirements apply to the 300 mm lone control module only. All general ~fsid specifications apply unless specifically spercedded in the section. The optical detector cable (3-M Opticom Model 138 or equal) shall hove four and/or Table 2-5, throughout the useful life based on normal use in a traffic signal The lone control module shall meet approximate shape and size specification as shown in Figures 8-1 r' conductors of AWG #20 (7x28) standard individually tinned drawn wire to provide signal {operation at 25'C. The assembly and manufacturing pr i manufacturing process for the LED sigonl assembly shall be and 8-2 for lane control modules. City shall make the final determination as to the final designed to assure all internal components integrity and transient protection. The individuollyy tinned copper, color coded insulation The measured chromatically coordinates of the modules shall conform to the mechanical shock and vibration from high w vernal components ore adequately supported to withstand determination as to the conformance to the intent of the specification. shall be as follows: chromaticity requirements of Table 2-6, throughout the useful life over the operating ration from high winds and other sources. a. Orange for delivery of optical detector power temperature range. Materials Three secured, color coded, 600 V, 20 AWG minimum, jacketed wires, conforming to the b. Negative return wire for optical detector power l-) Table 2-2 Notional Electrical code, rated for service at +105•C, are to be provided for electrical connection c, Yellow for optical detector signal 1 Materials used for the lens and sigr Minimum Initial Intensities for Circular Indications in cd r the lens and signal module construction shall conform to ASTM for each lane control LED signal module. Conductors for this module shall be 1 m in length, with I erials. quick disconnect trminals attached and shall conform to Section 86-4. OIC< "Electrical Components," d. Blue for optical sifnal #2 ( ) specifications for the materials. of the Standard Specifications. The color code is as follows: The Contractor shall arrange for a qualified Opticom technician to be present at 200mm 300mm Enclosures containing either the ppov ning either the power supply or electronic components of the each si nal turn on. A representative servicing the Bakersfield area may be contacted Angle v,h Red Yellow Green Red Yellow Green signal module shall be made of UL94VO Harr at (714} 321-7513. 2.5,±2.5 157 314 314 399 798 798 the signal module is excluded from this regc )de of UL94VO flame retardant materials. The lens of Function Color The insulation for all conductors shall be Type THW polyvinyl chloride. 2.5,±7.5 114 228 228 295 589 589 Module Identification ided from this requirement. neutral white red X red SERVICE. Service shall conform to the provisions in Section 86-2.11, "Service", of the 2.5,±12.5 67 133 133 166 333 333 Standard Specifications and these special provisions. 2.5,±17.5 29 57 57 90 181 181 serial number, module shall have the monh- Teen arrow brown II have the manufacturer's name, trademark, model number, Unless otherwise noted, service pedestal shall be Type III-BF, per Coltrons Standard - umber, dote of manufacture (month- Unless )nufocture (month-year), and lot number as identification The LEDs shall be spread evenly across the illuminated portions of this module. ES-2E, with a window for photoelectric unit, and shall be furnished with a 60 amp, 7.5,±2.5 19 238 238 266 532 532 permanently marked on the back of the mot ie back of the module. 240 volt, 3 pole main breaker and the following branch circuit breakers: 7.5,±7.5 105 209 209 238 475 475 The following operating chorocteristii rating characteristics shall be permanently marked on the back of LUMINAIRES. Luminaires shall conform to the provisions in Section 86-6.01, "High No. Amps Phose Volts Branch Metered 7.5,±12.5 76 152 152 171 342 342 the module: rated voltage and rated power le and rated power in Watts and Volt-Ampere. Intensity-Dischorge Luminaires," of the Standard Specifications and these special provisions. ' 7.5,±17.5 48 95 95 105 209 209 Each module shall have a symbol 1 50 1 120 Traffic Signal Yes 7.5,±22.5 21 43 43 45 90 90 in the color of the module. The sybol shc I have a symbol r the type of module (i.e. circle, arrow, etc.) Luminaires shall be furnished with 310-wait or 200-watt high pressure sodium 2 30 1 120 Lighting No 7.5,±27.5 12 24 24 19 38 38 Additionally, the color shall be written out in e. The symbol shall be one inch (25.4 mm) in diameter. lamps and integral ballasts as indicated on the contract plans. .5 15 1 120 _ Auto Scope Yes 12.5,±2.5 43 86 86 59 119 119 If a specific mounting orientation is II be written out in 112 inch letters next to the symbol. An in-line fuse shall be located in the pull box. PHOTOELECTRIC CONTROLS. Photoelectric controls shall conform to the provisions in nting orientation is required, each module shall have prominent Increase main breaker as required for actual load. 12.5,±7.5 38 76 76 57 114 114 and permanent morking(s) for correct indexii Section 86-6.07, "Photoelectric Controls of the Standard Specifications and these special i for correct indexing and orientation within a signal 12.5,±12.5 33 67 67 52 81 81 housing. The markings shall consist of an L The Contractor shall coordinate with P.G.&E. to make service connections to service loll consist of an up arrow, or the word "UP" of "TOP". provisions. Each luminaire shall be provided with a Type IV photoelectrical control. Internally points shown on the plans. The Owner will pay all required costs and fees required by the 12.5,±17.5 24 48 48 40 81 81 Type 1 Traffic Signal Module ile illuminated street name signs will be controlled by o single Type V photoelectric control utility. Contractor shall obtain necessary building permit for service pedestal. 12.5,±22.5 14 29 29 26 52 52 The following specification requirements a ion requirements apply to the Type 1 module only. All general located in the service pedestal. (IISNS are not required for this project) TESTING. Testing shall conform to the provisions in Section 86-2.14, "Testing", of the 12.5,±27.5 10 19 19 19 38 38 specifications apply unless specifically sperce s specifically spercedded in the section- PEDESTRIAN SIGNALS. Pedestrian signals shall conform to the provisions in Section Standard Specifications and these special provisions 17.5,±2.5 19 38 38 26 52 52 Type 1 modules can be manufactured um 86-4.05, "Pedestrian Signal Faces," of the Standard Specifications and these - ---1 1-1 manufactured under this specifications for the following faces: special provisions. - The signal shall not be placed in flashing mode, with signal faces uncovered, prior to 17.5,±7.5 17 33 33 26 52 52 300 mm circular Functional Testing. Submit to City General Services Electrical Division for testing. 17.5,±12.5 12 24 24 26 52 52 200 mm circular Pedestrian signals shall be Type A. conforming to the following: U F FUNCTIONAL TESTING. All functional testing shall conform to the provisions in Section 17.5,±17.5 10 19 19 26 52 52 300 mm arrow GENERAL 86 2.14C "Functional Testing," of the Standard Specifications and the following paragraph: 17.5,±22.5 7 14 14 24 48 48 Bicycle indication (future) uture) Each module shall consist of an assembly that utilizes LEDs as the light source in lieu W Functional test period is included in the number of working days to complete 17.5,±27.5 5 10 10 19 38 38 Lane Control (future) of an incandescent lamp for use in traffic signal sections. co the project as described in contract for this project. Physical and Mechanical Requirements The LEDs shall utilize appropriate technology to achieve the required color and shall be Z Table 2-3 The module shall fit into existing troff it Requirements the ultra bright type rated for 100,000 hours of continous operation from 40'C to +74•C. C-) ; Q The fourth paragraph of Section 86-2.14C "Functional Testing" of the Standard Maintained Minimum Intensities for Circular Indications in cd into existing traffic section housings built to the specfications The modules shall be rated for a minimum useful life of 48 months. All modules shall Specifications shall be amended to read as follows: ( ) detailed in ITE Publication: Equipment and M Equipment and Material Standards, Chapter 2 (Vehicle meet all parameters of this specification during this period. . 14 Q X11 is). The individual LEDs shall be wired such that a costastrophic loss or the failure of one I = H Turn on of new or modified traffic signals shall be mode only after all traffic signal 200mm 300mm Traffic Control Signal Heads). circuits, including signal interconnection circuits, have been throw hl tested as Each Type 1 module shall be designed shall be designed to be installed in the doorframe with a or more LED will result in the loss of not more than five percent of the signal module I • < V 9 9 Y Angle v,h Red Yellow Green Red Yellow Green one-piece EPDM (ethylene propylene rubber) specified above. 2.5,±2.5 133 267 267 339 678 678 propylene rubber) gasket, light output. ` LL The maximum weight of a Type 1 mac it of a Type 1 module shall be 1.81<9 (4 Ibs). Electrical V SIGNAL FACES AND SIGNAL HEADS. Signal faces, signal heads and auxiliary 2.5,±7.5 97 194 194 251 501 501 Each Type 1 module shall be a sealed equipment, as shown on the plans, and the installation thereof, shall conform to the - shall be a sealed unit to include all parts necessary for operation Power Consumption W provisions in Section 86-4.01, "Vehicle Signal Faces", 86-4.02, "Directional Louvers 2.5,±12.5 57 113 113 141 283 283 (a printed circuit board, power supply, a len ower supply, a lens and gasket, etc.), and shall be weather oximum power consumption requirements for the modules are as follows d 86-4.03, "Backplates" and 86-4.06, "Signal Mounting Assemblies", of the Standard 2.5,±17.5 25 48 48 77 154 154 _ proof after installation and connection. d connection. rn Wotss): Specifications and these special provisions. 7.5,±2.5 101 202 202 226 452 452 Two secured, color coded, 600 V, 20 coded, 600 V, 20 AWG minimum, jacketed waives, conforming to Housing, visors, directional louvers and backplates shall not be structural plastic. 7.5,±7.5 89 178 178 202 404 404 the Notional Electric Code, rated for service rated for service at +105'C, are to be provided for 25'C 7C O pGY J All lamps for traffic signal units shall be furnished by the Contractor. 7.5,t12.5 65 129 129 145 291 291 electrical connection for each Type 1 LED sic All siggnal faces shall be provided with 12-inch sections and red, amber, green, shall be 1 m in length, with quick disconnect och Type 1 LED signal module. Conductors for Type 1 modules Hand- 1 10.0 12.0_ and res ective arrow "LED" module t e indicators. 7.5,±17.5 41 81 81 89 778 178 th quick disconnect terminals attached and shall conform to Walkin 9.0 12.0 00 rical Components". of the Standard Specifications. a~D Z p ~ 7.5,±22.5 18 37 37 38 77 77 Section 86-4. OIC< Electrical Components", Tunnel visors shall be on all signal heads. If specified in the purchase order, the LED modules will have EPA Energy Star compliance ratings, if applicable to that urchase order, the module will be equiped with an adapter that will shape, size and color. fhe fourth sentence of the first paragraph of Section 86-4.06, "Signal Mounting 7.5,±27.5 10 20 20 16 32 32 screw into the base of the medium base Ion e medium base lamp socket. The adapter shall be able to Operational Voltage O N Assemblies," of the Standard Specifications, shall be amended to read as follows: 12.5,±2.5 37 73 73 50 101 101 accept the quick disconnect terminals at the ct terminals at the end of the conductors for the module. Post top slip-fitters and terminal compartments shall be 12.5,±7.5 32 65 65 48 97 97 The electrical contacts of the adopter The modules shall operate from a 60 HZ t3 HZ AC line over o a voltage ranging CtS Of the adopter shall be made of brass t,,..., or, ,.,.u~ t,. tit: &k- a..,. r.... u.... .r r... .._u -1-1. 1-11 - [_:u_ cast bronze or hot-dip galvanized ductile iron. 12.5,±12.5 28 57 57 44 89 89 1. a1 vita. uJa nu~wuuuiia u, nnc vurtuyc anus nuvc nu vlwulo ciicct uri the luminous intensity of the indications. Each module shall consist of an assembly that utilizes LEDs as the light source in Lens 12.5,±17.5 20 41 41 34 69 69 lieu of an incandescent lamp for use in traffic signal sections. The lens of the Type 1 module shall b 12.5,±22.5 12 25 25 22 44 44 e 1 module shall be integral to the unit, shall be convex with a Operating voltage of the modules shall be 120 VAC. All parameters shall be <O- measured at this voltage. y 1 The LEDs utilized in the modules shall be AIInGOP technology for red, amber and smooth outer surface made of plastic or of yellow indications, or GoN for green indications, and shall be the ultra bright type rated 12.5,±27.5 9 16 16 16 32 32 The lens may be tinted or may use tr de of plastic or of glass. Power Factor J.-E 1 for 100,000 hours of continous operation from 40'C to +74'C. 17.5,±2.5 16 32 32 22 44 44 characteristics to enhance ON/OFF contrast ited or may use transparent film or materials with similar The LED signal module shall have a power factor of 0.90 or greater. The modules shall be rated for a minimum useful life of 48 months. All modules 17.5,±7.5 14 28 28 22 44 44 The use of tinting or other materials y > ON/OFF contrasts. Cf) c shall meet all parameters of this specification during this period. 17.5,±12.5 10 20 20 22 44 44 chromaticity and shall be uniform across tht u>rnothiforerm materials ials the to enhance face nhan of c tehe lens. ON/OFF contrasts shall not affect THD Total harmonic distortion (current and voltage) induced into an AC power line by a 3 The individual LEDs shall be wired such that a costostrophic loss or failure of one or 17.5,±17.5 9 16 16 22 44 44 The LED sigont module lens shall be W LED signal module shall not exceed 20 percent. j more LED unit will not result in the loss of the entire module. 17,5,±22.5 6 12 12 20 41 41 ultraviolet (direct sunlight) exposure for a m ule lens shall be W stabilized and shall be capable of withstanding Surge Suppression exposure for a minimum period of 60 months without Electrical: 17.5,±27.5 4 9 9 16 32 32 exhibiting evidence of deterioration. 2rioration. The signal module onboard circuitry shall include voltage surge protection to pq Power Consumption If a polymeric lens is used, a surface is used, a surface coating or chemical surface treatment shall be withstand high repetition noise transients as stated in Section 2.1.6 of NEMA Standard Maximum power 4omsumption requirements for the modules are as follows: used to provide front surface abrasion resist `ace abrasion resistance. TS-2, 1992.. The LED circuitry shall prevent perceptible flicker to the unaided eye over the W s voltage range specified above. All wiring and terminal blocks shall meet the requirements of Section 13.02 of the aD to ITE Publication: Eguuiomrnt and Material Standards, Material Standards, Cohpter 2 (Vehicle Traffic Control Signal Heads). I ~ I VIDEO VEHICLE DETECTION SYSTEM Compatibility STREET LIGHT BOX ADJUSTMENT. Frames and covers of existing street Ii ht boxes VIDEO VEHICLE ideo vehicle detection equipment will be as follows: The modules shall be operationally compatible with currently used controller shall be adjusted to grade in accordance with the provisions in Section 15-2.0Video vehicle detecti "Reconstruction of the Standard Specifications, the details shown on the plans, these Econolite's AUTO Econolite's AUTOSCOPE-2004, Video Vehicle Detection System (Video Controller) Econolite Image Sensor Model Number AIS-BW-ZOOM-U-O (ZOOM Video Camera) NC15 assemblies (s pe state load switches, flashers, and conflict monitors). Review TEES Chapters special provisions, and City Standard S-31. Econolite Image 3 and 6 for specifications t these devices. If existing street light box frames and covers ore damaged Focal length as s Focal length as shown on the plans. ne standard City 60' video cable shall be supplied and installed by the Contractor When a current of A AC (or less) is applied to the unit, the voltage read across the twp lends shall be 15 5 VAC or less. during removal, a new frame and cover shall be furnished, One standard City 6 The surface of the concrete shall be protected from pedestrian from each video camera 1 ach video camera to the signal standard hand hole. A Contractor suppliedvideo cable The modules and associated onboard circuitry must meet Class A emission limits traffic for a minimum of three days. #8259) shall also be installed from each video camera to the signal standard hand hole. O referred in federal Communications Commission (FCC) Title 47, Subpart B. Section 15 (Belden N8259) shall also ntractor supplied video camera cables (Belden #8281) shall then be connected to the City regulations concerning the emission of electronic noise. MAINTAINING TRAFFIC. The Contractor shall furnish, install and maintain signs, lights, Two Contractor supplied v flogs and other warning and safety devices when performing work which interferes with or standard video cable and 'd video cable and the Belden #8259 cable at each signal standard hand hole and installed ENVIRONMENTAL REQUIREMENTS signal controller cabinet. Each video cable shall rin cintinously from the video camera to not standard hand hole opening then connected to the Belden #8281 cable and run The LED signal module shall be doted for use in the operating temperature range of endangers the safe movement of traffic on any street or highway. to the signal controller cc is to the signal controller cabinet. All required cable connectors shall be supplied and 40'C (40'F) to +74'C (+165'F). the modules shall meet all specifications throughout this Signs, lights, flogs and other warning and safety devices and their use shall conform to the signal standard hand the requirements set forth in the current "Manual of Traffic Controls - Warning Signs, Lights, cintinous to the signal cc range. and Devices for Use in Performance of Work Upon Highways." published by the State of made by the Contractor I )y the Contractor for a fully operational system. Camera video and power cords shall IZ The LED signal module shall be protected against dust and moisture intrusion per California, Department of Transportation. Application and use of devices shall be as specified !och luminaire arm using engineer approved crimp-type BMC connectors such as Amphenol - the requirements of NEMA Standard 250-1991 for Type 4 enclosures to protect all internal and as directed by the Engineer. enter each luminoire arm )32 and sahll utilize a drip loop. Connectors should be installed using Amphenol CTL 2 ig Tool. Weatherproof connections shall not be at the bottom of the drip loop. components, The Contractor shall keep the Bakersfield Fire Deportment informed at all times as to 31-71032 and sahll utilizr the exact location and progress of the work and shall notify them immediately of any streets Crimping Tool. Weatherpr :tions at cameras shall be appropriately wrapped and weatherproofed. + CONSTRUCTION impassable for fire fighting equipment. Connections at cameras Vhen allowed by the City, splicing camera video coaxial cable and power wiring shall be The LED signal module shall be a single, self contained device, not requiring onsite The sixteenth and nineteenth paragraphs of Section 7-1.08, "Public Convenience". of When allowed by the in the hand hole of each respective signal standard where video cameras are mounted ossenbly for installation . The power supply for the module shall be integral to the unit. the Standard Specifications, shall be amended to read as follows: spliced in the hand hole will not be allowed in pull boxes a signal standards. All splices shall be at the base of 3 The circuit board and power supply shall be contained inside the module. Circuit Construction operations shall be actively in progress only between the hours of 8:30 Splicing will not be ollowe riately wrapped and weatherproofed. boards shall conform to Chapter 1, Section 6 of the "Transportation Electrical Equipment a.m. - 4:00 p.m., Monday through Friday, except legal holidays. Where construction appropriately wrapped anc Specifications". operations are actively in progress, a minimum of one traffic lane, not less than twelve feet in width, shall be open for use by public traffic. Where construction operations are not If other video vehicl f other video vehicle detection equipment is proposed by the Contractor, the Contractor j The assembly and manufacturing process for the LED signal assembly shall be actively in progress, not less than two such lanes shall be open for use by public shall make request to an lake request to and obtain City approval prior to ordering equipment l designed to assure all internal components are adequately supported to withstand mechanical traffic. Public traffic may be permitted to use the shoulders and, if half-width construction WARRANTY, MAINTEt VARRANTY, MAINTENANCE AND SUPPORT ° r I y shock and vibration from high winds and other sources, methods are used, may also be permitted to use the side of the roadbed opposite to the The video detection he video detection system shall be warranted by its supplier for a minimum of two (2) years. 0 )ngoing software support by the supplier shall include updates of the ACU and supervisor r ° ° MATERIALS one under construction. No additional compensation will be allowed for any shaping of Ongoing software SL ,e. These updates shall be provided free of charge during the warranty period. a ° + Material used for the lens and signal module construction shall conform to ASTM shoulders necessary for the accommodation of public traffic thereon during paving operations. software. These updates In order to expedite the passage of public traffic through or around the work and where The supplier shall rr 'he supplier shall maintain a program for technical support and software updates following a specifications for the materials. ordered by the Engineer, the Contractor shall, at his own expense, furnish, install and expiration of the warrant, ion of the warranty period. This program shall be made available to the City in the form r Enclosures containing either the power supply a electronic components of the signal mantoin construction area signs, lights, flares, temporary railing (Type K), barricades, and of a separate agreement eparote agreement for continuing support. J a v module shall be UL94VO mode of flan\me retardant materials. The lens of the signal other facilities for the sole convenience and direction of public traffic. Also, where directed w`)K module is excllu uded from this is req requirement. by the Engineer, The Contractor shall furnish competent flagmen whose sole duties shall PREEMPTION SYSTEI PREEMPTION SYSTEM. The contractor shall provide a fully operational preemption o II MODULE IDENTIFICATION consist of directing the movement of public traffic through or around the work. When The contractor n. The contractor shall furnish and install Opticom 711 (Single Unit) and w o n^'' Each module shall have the manufacturer's name, trademark, model number, serial deemed necessary by the City, the signs "Road Construction Ahead", No. C-18.and "End system. Construction",C-13, shall be furnished, installed and maintained by the Contractor at locations Opticom 722 (Dual Unit) m 722 (Dual Unit) preemption devices as indicated on the signal plans including all I o number, date of manufacture (month-year), and lot number as identification permanently as directed by the Engineer at least 48 hours in advance of any construction. cables and mounting hor e and mounting hardware. The contractor shall also furnish and install on Opticom 762 N in Y i selector unit in the controller cabinet. Exact preemption hardware mounting placement marked on the back of the module. t j m be determined by the Engineer in the field. The following operating characteristics shall be permanently marked on the back of EXISTING HIGHWAY FACILITIES. The work performed in connection with various existing phshallase be selector determ uinnit ed in by th the module: rated voltage and rated power in Watts and Volt-Ampere. facilities shall conform to the provisions in Section 15, Existing Highway Facilities", of the The optical detector cable (3-M Opticom Model 138 or equal) shall have four If o specific mounting orientation is required, each module shall have prominent and StandaErd xistin SpCitecificathiionhs awand si ns these and special provisions. ers shall remain the property of the City. The optical detects ctors of AWG #20 (7X28) stranded individually tinned drain wire to provide signal permanent marking(s) for correct indexing and orientation within a signal housing. The Such signs and street markerrs shall be relocated and maintained during construction so as conductors of AWG #20 markings shall consist of an up arrow, or the word UP' or TOP to convey the some intent that existed prior to construction, integrity and transient p ity and transient protection. The individually tinned copper, color--coded insulation ~ER be as follows: b~ TYPE A PEDESTRIAN SIGNAL FACE (COMBINATION RAISED HAND/WALKING PERSON SECTION) Existing City highway signs and street markers shall be placed in their permanent shall be as follows: a. Orange for delivery of optical detector power The following specifications requirments apply to the Walking Person section only. All position by the Contractor's forces prior to completion of construction. Signs removed from elf urr b. Negative return wire for optical detector power general specifications apply unless specifically superseded in this section. the project area shall be delivered to the City Corporation Yard at 4101 Truxtun Avenue. ab. . OrNegatian a ve for ref deli ROADSIDE SIGNS. Roadside signs shall conform to the provisions in Section 56-2, c, Yellow for optic c. Yellow for optical detector signal #1 GENERAL "Roadside Signs", of the Standard Specifications and these special provisions. d. Blue for optical detector signal #2 z0a 0 Pedestrian signal face modules shall be designed to mount behind or replace the d. Blue for optics Miscellaneous roadside signs shall conform to City Standard TS-4. existing face plate of existing Type "A" housing specified the requirements in ITE WARNING-REGULATORY SIGNS. Sign panels shall be mounted on posts with Hawkins M2G Publication: Fauioment and Materials Standards, Chapter 3 (Pedestrian Traffic Control series bolt and vandal proof nut assembly or equal. Roadside signs installed per Standard T-19 Signnl Indications). shall be relocated within sidewalk 6 inches from back. TRAFFIC SIGNAL IN TRAFFIC SIGNAL INTERCONNECT. Signal Interconnect Cable shall be six or twelve pair The design of the modules shall require a specific mounting orientation. SIGNS-MEASUREMENT. Signs ground mounted on steel posts shall be measured by the as shown on the plans sown on the plans and shall conform to the provisions in Section 86-2.08E, "Signal ;onnect Cable, of the Standard Specifications and these special provisions. PHOTOMETRIC REQUIREMENTS unit. One or more sign panels mounted on a single post installation shall be counted as Interconnect Cable, of one unit. Signs mounted on the signal most arm or signal pole standard shall be included Each module shall provide on average luminous intensity of at least 3,750 candela/m in the lump sum price paid for the traffic signal. sh The conductors shall be solid #19 AWG annealed copper in twisted pairs. The for "Hand" and 5.300 candela/m for "Walking Person" symbol throughout the useful life over REMOVE TRAFFIC STRIPES AND PAVEMENT MARKINGS. Traffic stripes and pavement The conductors conshduallctotors no ictors shall be no less than 4 turns per 14 inches for twelve pair cable and the operating temperature range, markings to be removed will be as shown on plans and as designated by the Engineer. 14 inches urns per 14 inches for six pair cable. The cable shall have a corrugated I Traffic stripes and pavement markings shall be removed to the fullest extent 3.5 turns copolymer-coated 4 inches The unifromity ratio of an illuminated symbol shall not exceed 4 to 1, between the 3,5 turns per ymer--coated 8-mil aluminum tape applied Ionggitudinolly over the core wrap. cables must meet the requirements of PE-39 and ANSI/ICEA 5-84-608-1988 f highest luminance area and the lowest luminance area in the module. possible from the pavement by any method that does not materially damage the surface or These cables must mee The color output of the module shall conform to the requirements of Section 5.3 in texture of the pavement or surfacing. Where blast cleaning is used for the removal of A pull rope conforming to Section 86-2.05C "Installation" of the Standard Specifi- the ITE Publication: Fauipment and Material Standards, Chapter 3 (Pedestrian Traffic pointed traffic stripes and pavement markings, the area shall be shielded so that no material A pull rope confor ns shall be included in oil interconnect conduit for installation of future conductors. Control Signal Indications). from the blasting operation is allowed to enter the area that is open to the public traffic. cations shall be include "Hand" shall be Portland orange. Not greater than 0.39 , nor less than 0.331 nor Sand or other material deposited on the pavement as a result of removing traffic stripes less than 0.997-x. and markings shall be removed as the work progresses. Accumulations of sand or other "Walking Person" shall be lunar white. x: not less than 0.290, nor greater than material which might interfere with drainage or might constitute a hazard to traffic will 0.330. y: not less than 1.5x-0.175, nor greater than 1.5x-0.130. not be permitted. PHYSICAL AND MECHANICAL REQUIREMENTS Traffic stripes shall be removed before any change is made in the traffic pattern. Blast cleaning for removal of traffic stripes shall be feathered out to irregular and The module shall be designed to be used in the pedestrian signal section as retrofit varying widths. Pavement markings shall be removed by blast cleaning a rectangular area, for replacement for existing signal lumps and shall not require special tools installation. rather than just lettering or markings, so the old message cannot be identified. i The module shall fit into the existing pedestrian signal housing built by to the PTCSH After removal of traffic stripes and pavement markings, a fog seal coat shall be s, specifications without modification to the housing. applied in conformance with the provisions in Section 37, Bituminous Seals", of the Standard The height of each symbol on the module shall not be less than 250 mm and the Specifications and the following: width of each symbol on the module shall not be less than 165 mm. In traffic stripe removal areas, the fog seal coat shall be applied over the traffic stripe i> CONSTRUCTION removal area and to irregular and varying widths with on average width of 2 feet on each ~n The modules shall be a single, self-contained device, not requiring on-site assembly side of the blast cleaned traffic stripe removal area. for installation. In pavement marking removal areas, the fog seal coat shall be applied to the blast cleaned rectangular area. nl CERTIFICATE OF COMPLIANCE. The Contractor shall provide the Engineer a Certificate Full compensation for furnishing and applying fog seal as specified herein shall be of Compliance from the manufacturer in accordance with the provisions of Section 6-1.07, considered as included in the contract price paid per square foot for removal of traffic "Certificates of Compliance," of the Standard Specifications. The certificate shall certify that stripe and pavement marking and no separate payment will be made therefor, the LED signal modules comply with the requirements of these specifications. Said certificate Nothing in these special provisions shall relieve the Contractor from his responsibilities shall also certify the LED signal modules conform to the pre-qualified and testing approval of as provided in Section 7-1.09, "Public Safety," of the Standard Specifications. U ~ Cal Trans and was manufactured in accordance with the ColTrans quality control program. The TRAFFIC STRIPES AND PAVEMENT MARKINGS. Traffic stripes and pavement markings W certificate shall also include a copy of all applicable test reports on the LED signal modules. shall be thermoplastic and shall conform to Section 84-2, "Thermoplastic Traffic Stripes and Pavement Markings," of the Standard Specifications. Z PAVEMENT MARKERS. Pavement markers shall conform to Section 85 REPLACEMENT MODULES. Two spare modules of each size and type used for this project "Pavement Markers" of the Standard Specifications. shall be furnished by the Contractor. TRAFFIC DELINEATION. Immediately after any construction operations where traffic delineation is obliterated or when directed by the Engineer, the contractor shall GUARANTEE. LED signal modules shall be guaranteed by the Contractor for a period replace all obliterated pavement delineation with temporary delineation during the some of one year starting on the day after the project is accepted by the City. Modules that work period, and in no case later than 7:30 a.m. following such work period. U > ~ fail during this period shall be replaced at no cost to the City, except that City forces will Temporary delineation consists of reflective traffic line tape applied in pieces not less change out the modules in the field. The replacement modules shall be delivered to the than 4 inches long nor less than 4 inches wide, spaced no more than 20 feet apart on Engineer, or to the City Corporation Yard located at 4101 Truxtun Avenue, within five working tangents and no more than 10 feel apart on curves. Apply reflective traffic line tape in days after notification. The failed modules will be made available to the Contractor at the accordance with the manufacturer's instructions. Temporary delinotion must be the some above address at the some time as the replacement is delivered. color as the permanent delineation. Remove temporary delineation applied to asphalt concrete patches immediately prior O ~ J WARRANTY. The manufacturer shall provide a written warranty against defects in to applying asphaltic emulsion tockcoot for asphalt concrete overlay. U Q materials and workmanship for the LED signal modules for a period of 36 months after Traffic stripes and pavement markings shall conform to Section 84, "Traffic Stripes installation of the modules. Replacement modules shall be provided promptly after receipt of & Pavement Markings," of the Standard Specifications and these special provisions. U Z 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 prior to installation. Traffic stripes and pavement markings shall be thermoplastic and shall conform to Section 84-2, "Thermoplastic Traffic Stripes and Pavement Markings". O r fA CONTROLLERS, CABINETS AND AUXILIARY EQUIPMENT. The contractor shall furnish The first sentence of Section 84-2.01 "Materials" shall be revised to read: U the controller and cabinet assembly for each location conforming to the City "Traffic The thermoplastic materials shall conform to State Specification 8010-21C-19. Detail in State Pavement markers shall conform to Section 85 "Pavement Markers," and Signal Control Equipment Specifications The central .pod on the _ Foundation -f ice,. L,L Standard Plan ES-48 shall be increased from a nei m of j.~ w i-_-y-, - - • these special provisions: Q" Full compensation for cast-in-drilled hole concrete pile foundations shall be considered pavement markers shall be placed with rapid set epoxy per Section ~ Qs as included in the contract lump sum price paid for the item requiring foundations and no g5-2 04 of the Standard Specifications. Hg separate payment will be made therefore. cn GUARANTEE. The Contractor shall furnish o written guarantee to the City on City cd ~ provided form, guaranteeing all systems, except traffic signal lamps, installed under this contract for a period of one (1) year from the date of acceptance of the work. The ?uarontee. properly executed, shall be filed with the City. before notice of completion and final acceptance is mode by the City of the work described on the plans and these special provisions. oD H The controller cabinet shall be equipped with two cabinet lights, one for the front H and one for the rear doors and shall have a switch control at each door that energizes both lights automatically when either door is opened. Fixtures sholl be mounted on the inside Lo n top of the cabinet near the front edge. Fixture shall be provided with an F15T8 cool-white lamp operated from a normal power factor UL or ETL listed ballast. All Controller cabinets shall hove McCain's Traffic supply document drawer model r JC5-332drower-3 or equivalent, installed in cabinet. All spade lug connections within the 332 cabinet shall be crimped and soldered. i