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3.2-427 Record Drawing
ICEL 7 Ii STOCKDALE HIGHWAY LOCATION MAP SCALE: 1 "=200' CALTRANS STANDARD ES -1A ES -4B ES-6RA T-11 ES—IB FLOWLINE ES -5A CENTERLINE ES -6S T-12 ES -2D ES -58 ES -6T T-13 ES— 3A ES— 5C ES -8 ES -3B ES -5E ES -10 SPECIFICATIONS ES -3C POINT OF COMPOUND CURVATURE ES -6A ES -11 ES -3D SPECIFICATIONS ES -60 ES -13 ES -3E RIGHT-OF-WAY ES -6R 4 ES -613 BAKERSFIELD S-36 S-25 S-31 S-41 S-40 T— 4 T— 5 PLANS k CITY STANDARDS TRAFFIC SIGNAL Z��' 1 Ii JEWETTA AVENUE VICINITY MAP SCALE N.T.S. ,REV IONS APPROVEA, McINTOSH DATE R.C.E. 33322 ` ► J RYAN J. STARBUCK DATE '�R.�C.E. 57651 CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA TRAFFIC SIGNAL PLANS FOR ASSESSMENT DISTRICT 04m2 AT STOCKDALE HWY AND PRIVATE ENTRANCE FL FLOWLINE CL CENTERLINE ELEV ELEVATION BCR BEGIN CURB RETURN ECR END CURB RETURN BC BEGIN CURVE EC END CURVE PIVC POINT OF INTERSECTION PI OF VERTICAL CURVE GB GRADE BREAK KEY MAP SCALE: 1"=200' FOR P.M. 11192 NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CIN CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049 2. COMPACTION TESTS WILL BE THE SUBDIVIDERS RESPONSIBILITY. NUMBER AND LOCATION OF THE TESTS TO BE DETERMINED BY THE CITY ENGINEER. 3. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS AS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I A SP SIBLE AA Q�ULATI)4YN AND DRAWiNGS ON THESE PLANS A ANY EOP� OMI \VIS OF THOSE ORDINANCES, ANDARDS N DESIG tA E CORRECTED DURING CONSTRUCTION. APPROVED - ER A. McINTOSH R.C.E. 33322 EXP. 6-30-06 D BY: RAUL M. ROJAS R.C.E. 39880 EXP. 12-31-05 _REVIEWED BY: REVIEWED BY: INDEX OF SHEETS PUBLIC WORKS DIRECTOR ASSISTANT PUBLIC WORKS DIRECTOR Qo EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET SIGN PER C.O.B. STD, S-40. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. S-40. FURNISH & INSTALL STREET LIG"T-58N LUMEN PER DETAIL - SHEET 1. F} FURNISH & INSTALL STREET LIGHT --9500 LUMEN PER DETAIL - SHEET 1. TRAFFIC ENGINEER I , T� M / { ti 4r No 33 Exp. - of Ri :CORD GF"AWI N -16-05 DATE M/101— DATE sm BENCH MARK: TOP OF CONCRETE MONUMENT IN LAMPHQLE AT THE CENTERLINE INTERSECTION OF STOCKDALE HIGHWAY AND JEWETTA AVENUE. ELEVA110N=365.33' (U.S.G.S DATUM) I .SHEET TITLE POVC POINT ON VERTICAL CURVE COVER SHEET BVC BEGIN VERTICAL CURVE EVC END VERTICAL CURVE 2.R TRAFFIC SIGNAL PI POINT OF INTERSECTION PRC POINT OF REVERSE CURVATURE 3, SPECIFICATIONS PCC POINT OF COMPOUND CURVATURE TC TOP OF CURB 4. SPECIFICATIONS TP TOP OF PAVEMENT R/W RIGHT-OF-WAY 4 Qo EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET SIGN PER C.O.B. STD, S-40. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. S-40. FURNISH & INSTALL STREET LIG"T-58N LUMEN PER DETAIL - SHEET 1. F} FURNISH & INSTALL STREET LIGHT --9500 LUMEN PER DETAIL - SHEET 1. TRAFFIC ENGINEER I , T� M / { ti 4r No 33 Exp. - of Ri :CORD GF"AWI N -16-05 DATE M/101— DATE sm BENCH MARK: TOP OF CONCRETE MONUMENT IN LAMPHQLE AT THE CENTERLINE INTERSECTION OF STOCKDALE HIGHWAY AND JEWETTA AVENUE. ELEVA110N=365.33' (U.S.G.S DATUM) I <OcldOEll J <3 n m m i _ w 4 in (n � Q d F LID o s Q d J a^ Q Q rrcl � co CD i=c k ,Q J II=a J (A C, Z N 0 Z q "'� C=i7 cn J � Md- _OV9W(n� � < Z W Z w W O Oi U<7 U 0 0 C, 0. c) mm:� O H O n- m m c3 c5o �j� � �4 c30 a;a�a cU it GI D w vwiH S'G (D 15- S cr SI ww cl:: cr L . Lr) u) Lo co 0 oIDooO OIp i O OQ U O O - O R 2.6 405' TO LL. — 2I2U FUTURE CURB & GUTTER EX. RIGHT OF WAY R26 EX. CURB & GUTTER AND SIDEWALK TYP i 5J9U� 23+00 2I4U( 2I4L 2I3U 07 08P MODIFIED TYPE i II jam -FUTURE CURB & GUTTER l l ii 05 I Os ® SJIU 06 Rq-� - R73-2 OA -1- 11 _ -24�+000 05 01 + REMOVE LANE LINE STRIPING WITH R7 IPROPOSED X-0 IINTERSECECTION 02 I�`'FRIf IrJ C7` NoT 1-0-MOVEz. I Aj I 02 EX. RIGHT OF WAY 06 - _ 6J3L� r/r -- -- -,,--- EX. CURB & GUTTER AND SIDEWALK TYP. 6J2L 6J3U — 6J4L 6J4U 1I9U lIlUf 12;lEIVE2 00 EX. CURB & GUTTER NOTES L1J All equipment and materials shall be furnished by the contractor. t�/' N © Provide Type 170E Controller with 412c prom module and the latest 233 Bitran local controller program with �u O Model RM 404 G.D.I.moclem and 332 Cabinet assembly. Service shall be 120v/240v Type H -BF, provided by Contractor. Raise pedestal for 332 Cabinet to 12 height. Z © Pull box in front of controller shall be #6. All others shall be #5 unless otherwise noted. w P.G.&E. power point will be installed by others. Contractor shall install conduit from power point to pull box z and make connections -=or power. w ® All new luminaries shall be cutoff type, LED meeting Caltrans Roadway 2 specifications. Film 0 All new signal indications shall be 12 LED inch and shall be furnished with backplates. © All unused salvaged material shall be delivered, b the contractor, to Wastewater Plant #2 at Mt. Vernon Ave. Uj south of rwy. 58. Contact Peter Martin prior to delivery at (805) 326-3152. Of ® Street name signs and hangers shall be furnished and installed by Contractor. Street Z name signs shall be must arm mount street sign plates per COB Standard Detail T-20. ® All pedestrian indications shall be new, international symbol type as detailed in the specifications. Pole location indicated on the "Pole Schedule" are approximate. Final location of the standards shall ���������-� be 5' behind flowline as directed by the City Engineer at the site. R26 •- 1 All utility locations shown are approximate only and represent the best information supplied by the various R ION APP ED: / ®utility companies. Final responsibilt for locating utilities in the field lies with the Contractor. Contractor-- - =—, ( ` y g shall notify U.S.A. (Underground Service Alert) 48 hours prior to any excavation at 1-800--227-2600. o C /1�� 11 Contractor shall remove: striping and pavement markings as indicated on the plan, by obliterating a rectargle whose limits are the edge of each word. Under NO ROGER. A. McINTOSH DATE circumstances are the Fetters to be removed individually. tCNI -�_ R.C.E. 33322 y' D `_ OD C OD ®Existing sidewalk shall be removed and replaced as necessary to complete all construction. � it �cc 6J2U _ (D z < Sidewalk may only be removed and replaced in complete panels. z LL I m - ` Jl �� t z/S�� © Conduit crossings shall be bored except as otherwise permitted by the City Engineer. w d M Provide striping and pavement markings as shown. Refer to onsite & offsite improvement Flans = 00 `RYAN J. STARBUCK DATE ® ) nR.C.E. 57651 forcoordination with onsite & ofsite stri in9 and Pavement markin �J�J �J �J�J ��J o iJ t® Provide traffic control sign mounted on mast arm/signal standard. (Type as indicated) oN e v - -- - ----- _ ® Furnish and install Optic:om 711(Single Unit) preemption devices as indicated on plans including all cables and `LI Z o mounting hardware. Provide Model 404 SA GDI modem. The contractor shall also furnish and install anro o R =fir Opticom 754 phase selector unit in the controller cabinet. Contractor shall provide a fully operational preemption ----:ILL system. Exact preemption hardware mounting placement shall be determined by the Traffi :� Engineer in the field. ------- Contractor shall provide! an Opticom technician with J & L Inc. at (714) 321-7513. The Opticom representative must be contacted 48 hours prior to signal initialization. ©Type E Detector Loops shall be 6 feet in diameter and Type D Detector Loops shall be 6' x 6' square. �cF�E`� Detector loops and lead-ins within 8 feet of curb flowline shall be a minimum of 1.5 inches b below the surface of the paving. ®AII loops shall be located in the field by the Engineer. Detector loops shall be centered on their respective lanes. CN Lane closure for placing the detector loops are only allowed between 8:30 AM - 4:30 PM. AND SIDEWALK TYP. Only one lane in each i:lirection may be closed at any one time. Uj M 2I2L MODIFIED "D" LOOP I 02P- es _— >> C =� — 2I3L. 02P - - - -- 7/r -- -- L_ -..___.. ------ --- -- - -TS ►l TS —. -- / ��-�I Q'• ' S� -- - _ + --- 07 - — - - _ — —------- — — TS-- - -- - - _ TS- _ - - - _ - ------- TS II -- -- 7 1 ❑2 ` EX. RIGHT OF WAY 07 �x 7 20' (TYP-) EX. UTIL VAULT -- EX. A.C. BIKE PATH SCALE: 1 " = 20' 20 10 0 20 40 EX. A.C. BIKE PATH j'© E ® �$ EX. STREET LIGHT #50114 AND EX. CONC. MOW NO. 5 PULL BOX TO BE REMOVED- � CURB TYP. AND NUMBER TRANSFERRED 8J6UI 8J7 - TO TRAFFIC SIGNAL LUMINARIE. EX. CROSS TO BE I RECOATED BY OTHERS / (Typ) / O - 8J6L PROPOSED CURB & GUTTER R61-7 d i j RIGHT TURN LANE LOOP LAYOUT TYPE "E" LOOP 1o' DETECTOR TYPE "D" LOOP '/-DETECTOR 10' THRU LANE EX. CONC. CROSS _CONTROLLER DETAIL GUTTER 10' 10' NOTE: SEE STOCKDALE HIGHWAY AND PRIVATE ENTRANCE STREET (SCALE: 1"=10') LEFT TURN LANE PLANS FOR STREET AND STRIPING PLANS AND DETAILS GQ T�O(J?�>I, t)t4P I —STOP BAR/LIMIT LINE POLE SCHEDULE 1 02 & 05Li MARM AST SIGNALS SIGNS LOC. STANDARD LIGHTING WALK W -DW PPB m REMARKS MM SIGNALS VEHICLE DON'T WALK 0 0 ST. NAME SIGN M A 17-2-100 15 SV -1-T SP -1-T 08 06 STOCKDALE HIGHWAY � STOCKDALE STA. 24+05.93, 76.29LT, 20 LT -MAS -4B ..J < 1®MOUNT PREEMPTION OPTICAL DETECT. CONDUCTOR - nn� BR61-7 B 1A a TV -2-T SP -1-T 06 08 "nomA& STOCKDALE STA. 24+21.62, 63.63LT. C O 29-5-100 15 SV -1-T MAS SP -1 02 STREf�#/4ME NOT � STOCKDALE STA. 24+26.91, 50.53RT. 50 MAS • 0000 08 YET DETERMINED. TO MOUNT PREEMPTION OPTICAL DETECT. M00 LT -MAT 0M0 BE APPROVE BY COB R73-2 6+4 tits m®U MMMMM Q ';t .4 1 �(�S'�A OD 1A m TV -2-T SP -1-T 08 02 r" 15`f�°j STOCKDALE STA. 24+06.38, 67.10RT. E15 SV -1-T ��� STOCKDALE HIGHWAY STOCKDALE STA. 23+62.77, 76.86RT. 7-2-100 20 LT -MAS -4B ¢ro c 02 MOM=MM MOUNT PREEMPTION OPTICAL DETECT. mv LLj J m 1©R61-7 O1A J TV -2-T SP -1-T 02 .L STOCKDALE STA. 23+43.88, 61.13RT. MMM V��� 15 R9 -3a G 29-5-100 15 SV -1-T MAS #10 LIGHTING Z STREET NAME N@T QL STOCKDALE STA. 23+34.98, 53.66LT. �Q 50 MAS SP -1-T 06 YET- DETERMINED: TO BE --,APPROVED lY--€OB MOUNT PREEMPTION OPTICAL DETECT. Z d LT -MAT N _ R73-2 R9-3o/ON STANDARD �WJ PRE-EMPTION CABLE o 51&H O1A Q b TV -2-T Z 06 QL STOCKDALE STA. 23+50.14, 71.17LT. PEDESTRIAN HEAD NOTE: ALL PEDESTRIAN INDICATION MODULES SHALL BE NEW "CPS LED" "UPRAISED HAND" AND "WALKING PERSON" COMBO, INTERNATIONAL SYMBOL PEDESTRIAN CHANGE INTERVAL COUNTDOWN DISPLAY TYPE AS DETAILED IN THE TRAFFIC SIGNAL SPECIFICATIONS. nJOi : f3_ASC PL.4Tr1'4_> N10 1_ CG-RC)UTVfl o� P©!�. �, tDy41 DS A; 6, &- :.L1✓ y R04, -&_,A -T E.P TV NO TEs: @ INSTALL CONDUIT AND NEW PULL BOX ON CONDUIT RUN AS REQUIRED BY CONDUCTOR SCHEDULE. @ INSTALL NEW PULL BOX ON CONDUIT RUN FOR CONNECTION POINT FOR NEW DETECTOR CABLES (DLC'S) AS REQUIRED BY CONDUCTOR SCHEDULE. Q3 EXISTING CONDUIT AND CONDUCTOR TO REMAIN IN PLACE. ®REMOVE INTERCONNECT FROM JEWETTA CONTROLLER BACK TO THE NEW TRAFFIC SIGNAL AND CONNECT INTO NEW CONTROLLER, PRCVIDING DIRECT CONNECTION FROM ALLEN ROAD CONTROLLER TO NEW CONTROLLER. PULL NEW TRAFFIC SIGNAL INTERCONNECT CABLE FROM JEWETTA CONTROLLER TO NEW TRAFFIC CONTROLLER IF ADEQUATE SLACK EXIST IT MAY BE APPROPRIATELY CUT FOR CONNECTION TO NEW CONTROLLER AND REVISED WITHOUT PROVIDING NEW CONDUCTOR TO CONNECT TO JEWETTA CONTROLLER. NO SPLICING IS ALLOWED IN INTERCONNECT CONDUCTOR. -CONTRACTOR SHALL SUPPLY AND INSTALL ADDITIONAL MODEL 222 DETECTOR CARDS NEEDED TO CONNECT DETECTOR LOOPS TO THE 332 CABINET. -ONE 28 CONDUCTOR CABLE SHALL BE RUN CONTINUOUSL FROM THE CONTROLLER TO A TERMINATION PULL BOX LOCATED AT THE BASE OF EACH LARGE TRAFFIC SIGNAL STANDARD A T LOCA TIONS 0 © EO © (FOUR CABLES TOTAL). NO SPLICES WILL BE ALLOWED IN THE 2E CONDUCTOR EXCEPT A T THE TERMINA TION PULL BOX. -ONE 9 CONDUCTOR AND ONE 5 CONDUCTOR CABLE SHALL BE RUN CONTINUOUSL Y FROM THE PULL BOX AT SACH MAST ARM STANDARD TO THE PULL BOX ADJACENT TO EACH OF THE lA POLES © OD OF OH -ONE PRE-EMPTION CABLE SHALL BE RUN CONTINUOUSLY FROM THE CONTROLLER TO THE END OF THE MAST ARM OF EACH LARGE TRAFFIC SIGNAL STANDARD LOCATIONS 0 © OE © NO SPLICES WILL BE ALLOWED IN THE P E -EMP TION CABLE. -ALL CONDUITS INSTALLED UNDERNEATH EXIS77NG ROADWAYS AND SIDEWALKS SHALL BE BORED. TYPE "E:'' LOOP DETECTOR � 1 6 1 02 & 05Li h--1 CONDUCTOR t-'AcZLP-01 1_j m 07 f` MM M M Z z (7 ..J < QZZ CONDUCTOR - nn� " a A" "A • nA& "nomA& CL M M"M . • 0000 M00 0M0 m®U MMMMM • ®®®® ®®® ®®® ®®® wmmm m •. M©© maw =MMMMM N 1 • • • - ���� ��� G MMM � MMM ¢ro c MOM=MM mv LLj J m J J .L MMM V��� Z m� #10 LIGHTING Z �Q nm Z d N O �WJ PRE-EMPTION CABLE o H w Q b Z W C:> u j #2 SERVICE (PRIMARY) WLLjw �D 00 C) `L __#6 SERVICE U : ...> U C o CM — 2 y m n m U C) F Q O'er O 01 DETECTOR of Of U � U ':_] U l.� w (D W :r CL d LL 02 DETECTOR05 L j 2 Uj CL El - C 0 L LL v ww cn cn W V) v) >�LLj» - s.>s o -3o`n co, W N DETECTOR \ ! OI;— N O C\ ]r -CO ci 000 06 DETECTOR07 DETECTOR 08 DETECTOR • ���� ��m�©gym 0���00�0�� 12 _ INTERCONNECT -CONTRACTOR SHALL SUPPLY AND INSTALL ADDITIONAL MODEL 222 DETECTOR CARDS NEEDED TO CONNECT DETECTOR LOOPS TO THE 332 CABINET. -ONE 28 CONDUCTOR CABLE SHALL BE RUN CONTINUOUSL FROM THE CONTROLLER TO A TERMINATION PULL BOX LOCATED AT THE BASE OF EACH LARGE TRAFFIC SIGNAL STANDARD A T LOCA TIONS 0 © EO © (FOUR CABLES TOTAL). NO SPLICES WILL BE ALLOWED IN THE 2E CONDUCTOR EXCEPT A T THE TERMINA TION PULL BOX. -ONE 9 CONDUCTOR AND ONE 5 CONDUCTOR CABLE SHALL BE RUN CONTINUOUSL Y FROM THE PULL BOX AT SACH MAST ARM STANDARD TO THE PULL BOX ADJACENT TO EACH OF THE lA POLES © OD OF OH -ONE PRE-EMPTION CABLE SHALL BE RUN CONTINUOUSLY FROM THE CONTROLLER TO THE END OF THE MAST ARM OF EACH LARGE TRAFFIC SIGNAL STANDARD LOCATIONS 0 © OE © NO SPLICES WILL BE ALLOWED IN THE P E -EMP TION CABLE. -ALL CONDUITS INSTALLED UNDERNEATH EXIS77NG ROADWAYS AND SIDEWALKS SHALL BE BORED. TYPE "E:'' LOOP DETECTOR � 1 6 1 02 & 05Li h--1 t-'AcZLP-01 1_j m 07 f` MM M SIGNAL PHASE DIAGRAM 0 LEGENDco C) 0 SIGNAL STANDARD (REFER TO POLE SCHEDULE) yfl A CONDUIT RUN (REFER TO CONDUCTOR SCHEDULE) !-``Ia�v,ks• ® L, s 1s 04 --*+— SIGNAL HEAD WITH PHASE # ` sFP w ~ LUMINAIRE - MOUNTED ON SIGNAL STANDARD F ICAI�F�Q�\ I e» W E3 PEDESTRIAN SIGNAL y -#M VIDEO CAMERA `° PREEMPTION DEVICE OPTICAL DETECTOR�DRD DRA' PULL BOX SIGNAL CONTROLLER �!] ELECTRICAL SERVICE PEDESTAL -_z TRAFFIC CONTROL SIGN (AS INDICATED)Cr. 0) W• CAL -TRANS TYPE IV ARROW (DIRECTION AS INDICATED) �2 �j ;-� Know what's below. LL Call before you dig. 0 h--1 t-'AcZLP-01 M m m MM M M Z z (7 ..J < QZZ CL 1 a 3 E3-� N 1 2 G Q � ¢ro c X00 mv LLj J m J J .L V��� Z m� Z �Q nm Z d N O �WJ o H w Q b Z W C:> u j WLLjw �D 00 C) `L . U : ...> U C o CM — 2 y m n m U C) F Q O'er O of Of U � U ':_] U l.� w (D W :r CL d LL _J L j 2 Uj CL El - C 0 L LL v ww cn cn W V) v) >�LLj» - s.>s o -3o`n co, W N \ ! OI;— N O C\ ]r -CO ci 000 LEGENDco C) 0 SIGNAL STANDARD (REFER TO POLE SCHEDULE) yfl A CONDUIT RUN (REFER TO CONDUCTOR SCHEDULE) !-``Ia�v,ks• ® L, s 1s 04 --*+— SIGNAL HEAD WITH PHASE # ` sFP w ~ LUMINAIRE - MOUNTED ON SIGNAL STANDARD F ICAI�F�Q�\ I e» W E3 PEDESTRIAN SIGNAL y -#M VIDEO CAMERA `° PREEMPTION DEVICE OPTICAL DETECTOR�DRD DRA' PULL BOX SIGNAL CONTROLLER �!] ELECTRICAL SERVICE PEDESTAL -_z TRAFFIC CONTROL SIGN (AS INDICATED)Cr. 0) W• CAL -TRANS TYPE IV ARROW (DIRECTION AS INDICATED) �2 �j ;-� Know what's below. LL Call before you dig. 0 h--1 t-'AcZLP-01 Z ..J < Z LEGENDco C) 0 SIGNAL STANDARD (REFER TO POLE SCHEDULE) yfl A CONDUIT RUN (REFER TO CONDUCTOR SCHEDULE) !-``Ia�v,ks• ® L, s 1s 04 --*+— SIGNAL HEAD WITH PHASE # ` sFP w ~ LUMINAIRE - MOUNTED ON SIGNAL STANDARD F ICAI�F�Q�\ I e» W E3 PEDESTRIAN SIGNAL y -#M VIDEO CAMERA `° PREEMPTION DEVICE OPTICAL DETECTOR�DRD DRA' PULL BOX SIGNAL CONTROLLER �!] ELECTRICAL SERVICE PEDESTAL -_z TRAFFIC CONTROL SIGN (AS INDICATED)Cr. 0) W• CAL -TRANS TYPE IV ARROW (DIRECTION AS INDICATED) �2 �j ;-� Know what's below. LL Call before you dig. 0 LO I -- -- — — 06 — — — — -- 06 08 9 -r r -- - R73-2 --- - -- -- --- - 01 iF 2 02 06 _ SCALE: 1 " = 20' -----------------___-_------_----- F ,, 3,_ -- _-wA___-` -- __-___ =_==_ -------------------- ----- - __ _ _ - - - - - OE 7 @D 7P — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - -- - - 02 I 1 � 48-•- - _ y ----------- NOTE: SEE STREET PLANS FOR STOCKDALE HIGHWAY STREET AND STRIPING PLANS AND DETAILS �j.�E. �{�V1SED StfEEi Zlz POLE SCHEDULE CONDUCTOR FAS I I "A FAI 11 ©©©n©©©w�'28 MARM AST SIGNALS SIGNS LOC. STANDARD UG"NG WALK W -DW PP6 CONDUCTOR REMARKS mmm MMMMMM T� SIGNALS VEHICLE DON'T +IitAllc 0 0 ST. NAME SIGN 0�������-©�� 17-2-129 15 SV -1-T SP -1-T 08 06[TOCKDALE HIGHWAY � STOCKDALE STA. 24+08.79, 78.00LT. 0�000�������� 20 LT -MAS -46 • • ' ®MOUNT PREEMPTION OPTICAL DETECT. B lA TV- 2-T SP -1-T 06 08 STOCKDALE STA. 24+22.20, 64.59 LT. O 29-5-129 15 MAS SV -1—T SP -1-T 02 08 (LSTOCKDALE STA. 24+12.81, 54.14 RT. 50 MAS ®MOUNT PREEMPTION OPTICAL DETECT. LT -MAT R73-2 n 1A TV- 2-T SP -1-T 08 02 (� STOCKDALE STA. 24+00.93, 66.16RT. O15 MM SV -1—T413 MMMMMMM STOCKDALE HIGHWAY � STOCKDALE STA. 23+58.95, 75.84RT. 17-2-129 15 LT =MMM==MM=M=N 02 1®MOUNT PREEMPTION OPTICAL DETECT. O1A TV -2-T SP -1-T 02 STOCKDALE STA. 23+47.11, 64.14RT. © R9 -3a G 29-5-129 15 SV -1-T MAS 19 AWG PE 39 12 PAIR INTERCONNECT STOCKDALE STA. 23+36.49, 53.59LT. 50 MAS SP -1-T 06 ®MOUNT PREEMPTION OPTICAL DETECT. LT -MAT ©R73--2 R9-3a/ON STANDARD O1A TV -2-T 06 STOCKDALE STA. 23+50.76, 67.86LT. CONTROLLER -DETAIL (SCALE: 1"=10') NOTES m All equipment and materials shall be famished by the contractor. ® Provide Type 170E Controller with 412c prom module and the latest 233 Bitran local controller program with Model RM 404 G.D.I.modem and 332 Cabinet assembly. Service shall be 120v/240v Type iII.-BF, provided by Contractor. Raise pedestal for 332 Cabinet to 12' height. ® Pull box in front of controller shall be #6. 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 and make connections for power. ® Luminaires shall be cutoff type, 200 W. HPSV. m All new signal indications shall be 12 inch. ® Install Iteris cameras on luminaire most arms. Locate cameras 2' from center of luminaire. All wiring is to be intemal to poles and most arms to the maximum extent possible and shall exit most arm at a point 4' from center of luminaire. m Street name signs and hangers shall be furnished and installed by Contractor. Street name signs shall be mast arm mount street sign plates per COB Standard Detail T-20. ® All pedestrian indications shall be new, international symbol type as detailed In the specifications. ® Pole location indicated on the 'Pole Schedule" are approximate. Final location of the standards shall be 5' behind flowline as directed by the City Engineer at the site. ® All utility locations shown are approximate only and represent the best Information supplied by the various utility companies. Final responsibilty for locating utilities in the field lies with the Contractor. © Contractor shall remove striping and pavement markings as indicated on the plan, by obliterating a rectangle whose limits are the edge of each word. Under NO circumstances are the letters to be removed individually. ® Existing sidewalk shall be removed and replaced as necessary to complete all construction. Sidewalk may only be removed and replaced in complete panels. © Conduit crossings shall be bored except as otherwise permitted by the City Engineer. ® Provide thermoplastic striping and pavement markings as shown. Refer to Street Construction Plans for remaining requirements and additions to existing striping and pavement markings. ® Provide traffic control sign mounted on mast arm/signal standard. (Type as indicated) ® Fumish and install Opticam 711(Single Unit) preemption devices as Indicated on plans including all cables and mounting hardware. Provide Model 404 SA GDI modem. The contractor shall also fumish and install an Opticom 754 phase selector unit in the controller cabinet. Contractor shall provide a fully operational preemption system. Exact preempt'on hardware mounting placement shall be determined by the Traffic Engineer in the field. Contractor shall provide an Opticom technician with J do L Inc. at (714) 321-7513. The Opticom representative must be contacted 48 hours prior to signal initialization. CONDUIT®®IN ===== CONDUCTOR FAS I I "A FAI 11 ©©©n©©©w�'28 ©©_ 01 & 06 t Ll 02 & 06 I Ll i� 15 CONDUCTOR MM mmm MMMMMM T� 0�������-©�� • • � • ' mm MMM000 � QO 0�000�������� • • ' MM ==M�000�MMM MM MMMMMMM WE OPTICOM MOD mm =MMM==MM=M=N 19 AWG PE 39 12 PAIR INTERCONNECT *REMOVE INTERCONNECT FROM JEWETTA CONTROLLER BACK TO THE NEW TRAFFIC SIGNAL AND CONNECT N"0 NEW CONTROLLER. PULL NEW TRAFFIC SIGNAL INTERCONNECT CABLE FROM .EWETTA CONTROLLER TO NEW TRAFFIC SIGNAL CONTROLLER. J05 01 & 06 t Ll 02 & 06 I Ll i� I II 08—j 4is T� LEGEND SIGNAL STANDARD (REFER TO POLE SCHEDULE) t �� 1�I A CONDUIT RUN (REFER TO CONDUCTOR SCHEDULE) 04 SIGNAL HEAD WITH PHASE # LUMINAIRE - MOUNTED ON SIGNAL STANDARD 8 PEDESTRIAN SIGNAL ViDEO CAMERA PREEMPTION DEVICE OPTICAL DETECTOR [� PULL BOX SIGNAL CONTROLLER ELECTRICAL SERVICE PEDESTAL -� TRAFFIC CONTROL SIGN (AS INDICATED) CAL -TRANS TYPE IV ARROW (DIRECTION AS INDICATED) 2 " . / 1 ALL WORK EMBRACED HEREON SHALL CONFORM TO CALTRANS STANDARD PLANS AND SPECIFICATIONS DATED JANUARY 1992 AND ALONG WITH THE FOLLOWING PROVISIONS: FOUNDATIONS. Foundations shall conform to the provisions in Section 86-2.03, "Foundations," of the Standard Specifications and these special provisions. The Contractor shall furnish the anchor bolts, nuts and washers to be used for new foundations and shall furnish the appropriate nuts and washers for existing foundations to be reused. STANDARDS, STEEL PEDESTALS AND POSTS. Standards, steel pedestals and posts shall conform to the provisions in Section 86-2.04, "Standards, Steel Pedestals and Posts", of the Standard Specifications and these special provisions. A pull rope shall be installed in all mast arm poles from the hand hole at the pole base up through the signal mast arm to the farthest head. A second pull rope shall be installed in all mast arm poles with luminaires from the hand hole at the base of the pole up through the luminaire arm to the luminaire. The pull rope shall be doubled back into the pole or arm at each termination. CONDUIT. Conduit shall conform to the provisions in Section 86-2.05, "Conduit", of the Standard Specifications and these special provisions. Conduits may be installed by either jacking/drilling or oppen trench methods. Installation using lacking or drilling shall conform to Section 82-2.05C "Installation", of the Standard Specifications. Open trench installation in pavement shall conform to the following specifications. 1. Conduit shall be rigid non-metallic type. Conduit shall be placed under existing pavement in a trench not to exceed 6 inches in width. Trench shall be cut using 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 a cover of eighteen (18) to twenty-one (21) inches below finished grade. 2. The conduit shall be placed in the bottom of the trench and the trench shall be backfilled with a one (16' sack slurry cement backfill. Slurry cement backfill shall be placed to within 0.20 feet of the pavement surface. The top 0.20 feet shall be backfilled with asphalt concrete produced from commercial quality paving asphalt and aggregates. 3. Prior to spreading asphalt concrete, paint binder shall be applied as specified in Section 39-4.02, "Prime Coat and Paint Binder," of the Standard Specifications. Spreading and compacting of asphalt concrete shall be performed by any method which will produce an asphalt concrete surface of uniform smoothness, texture, and density. 4. All excavated areas in the pavement shall be backfilled except for the top 0.20 foot, by the end of each work day. The top 0.20 foot shall be placed within three (3) working days after trenching. Temporary roadmix or other acceptable temporary surface will be allowed on the top 0.20 feet until such a time as the permanent asphalt surface is placed. Dependent upon adverse soil conditions or other circumstances encountered at the time of construction, the Engineer may specify which of the above methods may be used. A pull rope shall be installed in all signal conduits new or existing. The pull rope shall be nylon or polypropylene with a minmum tensile strength of 500 pounds. At least 2 feet of pull rope shall be doubled back into the conduit at each termination. PULL BOXES. Pull boxes shall conform to the provisions in Section 86-2.06, "Pull Boxes", of the Standard Specifications and these special provisions. Recesses for suspension of ballasts will not be required. CONDUCTORS AND WiRING. Conductors and wiring shall conform to the provisions in Section 86-2.08, "Conductors," and Section 86-2.09, "Wiring", of the Standard Specifications and these special provisions. CONDUCTORS - The Contractor shall use multi -conductor electrical cables for all circuits except lighting, camera detection and between the service switch and controller cabinet. Conductors shall be spliced by the use of "C" shaped compression connectors as shown on Standard Plan ES 13. Splices shall be insulated by "Method B". The optical detector cable (3-M Opticom Model 138 or equal) shall have four conductors of AWG #20 (7x28) standard individually tinned drawn wire to provide signal integrity and transient protection. The individually tinned copper, color coded insulation shall be as follows: a. Orange for delivery of optical detector power (+) ) b. Negative return wire for optical detector power c. Yellow for optical detector signal #1 d. Blue for optical signal #2 The Contractor shall arrange for a qualified Opticom technician to be present at each signal turn on. A representative servicing the Bakersfield area may be contacted at (7141, 321-7513. The insulation for all conductors shall be Type THW polyvinyl chloride. SERVICE. Service shall conform to the provisions in Section 86-2.11, "Service", of the Standard Specifications and these special provisions. Unless otherwise noted, service pedestal shall be Type III -BF, per Caltrans Standard Plan ES -2E, with a window for photoelectric unit, and shall be furnished with a 60 amp, 240 volt, 3 pole main breaker and the following branch circuit breakers: No. Amps ** Phase Volts Branch Metered 1 50 1 120 Traffic Signal Yes 2 30 1 120 Lighting No 3-6 5 1 120 Video Yes ** Increase main breaker as required for actual load. The Contractor shall coordinate with P.G.&E. to make service connections to service points shown on the plans. The Owner will pay all required costs and fees required by the utility. Contractor shall obtain necessary building permit for service pedestal. TESTING. Testing shall conform to the provisions in Section 86-2.14, "Testing", of the Standard Specifications and these special provisions The signal shall not be placed in flashing mode, with signal faces uncovered, prior to Functional Testing. Submit to City General Services Electrical Division for testing. FUNCTIONAL TESTING. All functional testing shall conform to the provisions in Section 86 2.14C "Functional Testing," of the Standard Specifications and the following paragraph: Functional test period is included in the number of working days to complete the project as described in contract for this project. The fourth paragraph of Section 86-2.14C "Functional Testing" of the Standard Specifications shall be amended to read as follows: Turn on of new or modified traffic signals shall be made only after all traffic signal circuits, including signal interconnection circuits, have been thoroughly tested as specified above. SIGNAL FACES AND SIGNAL HEADS. Signal faces, signal heads and auxiliary equipment, as shown on the plans, and the installation thereof, shall conform to the provisions in Section 86-4.01, "Vehicle Signal Faces", 86-4.02, "Directional Louvers", 86-4.03, "Backplates" and 86-4.06, "Signal Mounting Assemblies", of the Standard Specifications and these special provisions. Housing, visors, directional louvers and backplates shall not be structural plastic. All lamps for traffic signal units shall be furnished by the Contractor. All signal faces shall be provided with 12 -inch sections and red, amber, green, and respective arrow "LED" module type indicators. Tunnel visors shall be on all signal heads. The fourth sentence of the first paragraph of Section 86-4.06, "Signal Mounting Assemblies," of the Standard Specifications, shall be amended to read as follows: Post top slip -fitters and terminal compartments shall be cast bronze or hot -dip galvanized ductile iron. Each module shall consist of an assembly that utilizes LEDs as the light source in lieu of an incandescent lamp for use in traffic signal sections. The LEDs utilized in the modules shall be AIInGoP technology for red, amber and yellow indications, or GoN for green indications, and shall be the ultra bright type rated for 100,000 hours of continous operation from 40'C to +74'C. The modules shall be rated for a minimum useful life of 48 months. All modules shall meet all parameters of this specification during this period. The individual LEDs shall be wired such that a castastrophic loss or failure of one or more LED unit will not result in the loss of the entire module. Electrical: Power Comsumption Maximum power Comsumption requirements for the modules are as follows: Maximum Power Comsumption (in Watts) LED modules will have EPA Energy Star compliance ratings, if applicable to that shape, size and color. Operation Voltage The modules shall operate from a 60 HZ k3 HZ AC line over a voltage ranging from 95 volts to 135 volts. the fluctuations of line voltage shall have no visable effect on the luminous intensity of the indications. Operating voltage of the modules shall be 120 VAC. All parameters shall be measured at this voltage. Power Factor The LED signal module shall have a power factor of 0.90 or greater. THD Total harmonic distortion (current and voltage) induced into an AC power line by a LED signal module shall not exceed 20 percent. Surge Suppression The signal module onboard circuitry shall include voltage surge protection to with- stand high repetition noise transients as stated in Section 2.1.6 of NEMA Standard TS -2. 1992. The LED circuitry shall prevent perceptible fllicker to the unaided eye over the voltage range specified above. All wiring and terminal blocks shall meet the requirements of Section 13.02 of the ITE Publication: Equipment and Material Standards. Chapter 2 (Vehicle Traffic Control Signal Heads). Compatibility The moduies shall be operationally compatible with currently used controller assemblies (soild state load switches, flashers, and conflict monitors). Review TEES Chapters 3 and 6 for specifications on these devices. When a current of 20mA AC (or less) is applied to the unit, the voltage read across the two leads shall be 15 VAC or less. The modules and associated onboard circuitry must meet Class A emission limits referred in Federal Communications Commission (FCC) Title 47, Subpart B, Section 15 regulations concerning the emission of electronic noise. Photometric Requirements The minimum initial luminous intensity values for the modules shall be as stated in Table 2-2 and/or Table 2-4 at 25'C. The modules (excluding yellow) shall meet or exceed the illumination values shown in Table 2-3 and/or Table 2-5, throughout the useful life based on normal use in in traffic signal operation over the operating temperature range. Yellow modules shall meet or exceed the illumination values shown in Table 2-3 and/or Table 2-5, throughout the useful life based on normal use in a traffic signal operation at 25'C. The measured chromatically coordinates of the modules shall conform to the chromaticity requirements of Table 2-6, throughout the useful life over the operating temperature range. Table 2-2 Minimum Initial Intensities for Circular Indications (in cd) Red 200mm Yellow Green Temperature 25'C 74'C 25'C 74'C 25'C 74'C 300mm circular 11 17 22 25 15 15 200mm circular 8 13 13 16 12 12 300mm arrow 9 12 10 12 11 11 Bicycle indication 11 17 22 25 15 15 PV indication 11 17 22 25 15 15 Lane control (X) 9 12 n an a n a n a Lane control n a n a n a nla 11 11 LED modules will have EPA Energy Star compliance ratings, if applicable to that shape, size and color. Operation Voltage The modules shall operate from a 60 HZ k3 HZ AC line over a voltage ranging from 95 volts to 135 volts. the fluctuations of line voltage shall have no visable effect on the luminous intensity of the indications. Operating voltage of the modules shall be 120 VAC. All parameters shall be measured at this voltage. Power Factor The LED signal module shall have a power factor of 0.90 or greater. THD Total harmonic distortion (current and voltage) induced into an AC power line by a LED signal module shall not exceed 20 percent. Surge Suppression The signal module onboard circuitry shall include voltage surge protection to with- stand high repetition noise transients as stated in Section 2.1.6 of NEMA Standard TS -2. 1992. The LED circuitry shall prevent perceptible fllicker to the unaided eye over the voltage range specified above. All wiring and terminal blocks shall meet the requirements of Section 13.02 of the ITE Publication: Equipment and Material Standards. Chapter 2 (Vehicle Traffic Control Signal Heads). Compatibility The moduies shall be operationally compatible with currently used controller assemblies (soild state load switches, flashers, and conflict monitors). Review TEES Chapters 3 and 6 for specifications on these devices. When a current of 20mA AC (or less) is applied to the unit, the voltage read across the two leads shall be 15 VAC or less. The modules and associated onboard circuitry must meet Class A emission limits referred in Federal Communications Commission (FCC) Title 47, Subpart B, Section 15 regulations concerning the emission of electronic noise. Photometric Requirements The minimum initial luminous intensity values for the modules shall be as stated in Table 2-2 and/or Table 2-4 at 25'C. The modules (excluding yellow) shall meet or exceed the illumination values shown in Table 2-3 and/or Table 2-5, throughout the useful life based on normal use in in traffic signal operation over the operating temperature range. Yellow modules shall meet or exceed the illumination values shown in Table 2-3 and/or Table 2-5, throughout the useful life based on normal use in a traffic signal operation at 25'C. The measured chromatically coordinates of the modules shall conform to the chromaticity requirements of Table 2-6, throughout the useful life over the operating temperature range. Table 2-2 Minimum Initial Intensities for Circular Indications (in cd) Table 2-3 Maintained Minimum Intensities for Circular Indications (in cd) Red 200mm Green Arrow Indication 300mm 11,000 Angle (v,h) Red Yellow Green Red Yellow Green 2.5,±2.5 157 314 314 399 798 798 2.5,±7.5 114 228 228 295 589 589 2.5,±12.5 67 133 133 166 333 333 2.5,±17.5 29 57 57 90 181 181 7.5,±2.5 19 238 238 266 532 532 7.5,±7.5 105 209 209 238 475 475 7.5,±12.5 76 152 152 171 342 342 7.5,±17.5 48 95 95 105 209 209 7.5,±22.5 21 43 43 45 90 90 7.5,±27.5 12 24 24 19 38 38 12.5,±2.5 43 86 86 59 119 119 12.5,±7.5 38 76 76 57 114 114 12.5,±12.5 33 67 67 52 81 81 12.5,±17.5 24 48 48 40 81 81 12.5,±22.5 14 29 29 26 52 52 12.5,±27.5 10 19 19 19 38 38 17.5,±2.5 19 38 38 26 52 52 17.5,±7.5 17 33 33 26 52 52 17.5,±12.5 12 24 24 26 52 52 17.5,±17.5 10 19 19 26 52 52 17.5,±22.5 7 14 14 24 48 48 17.5,±27.5 5 10 1 10 19 38 38 Table 2-3 Maintained Minimum Intensities for Circular Indications (in cd) Table 2-4 Maintained Initial Intensities for Arrow and PV Indications (in cd/m2) Red 200mm Green Arrow Indication 300mm 11,000 Angle (v,h) Red Yellow Green Red Yellow Green 2.5,±2.5 133 267 267 339 678 678 2.5,±7.5 97 194 194 251 501 501 2.5,±12.5 57 113 113 141 283 283 2.5,±17.5 25 48 48 77 154 154 7.5,±2.5 101 202 202 226 452 452 7.5,±7.5 89 178 178 202 404 404 7.5,±12.5 65 129 129 145 291 291 7.5,±17.5 41 81 81 89 178 178 7.5,±22.5 18 37 37 38 77 77 7.5,±27.5 10 20 20 16 32 32 12.5,±2.5 37 73 73 50 101 101 12.5,±7.5 32 65 65 48 97 97 12.5,±12.5 28 57 57 44 89 89 12.5,±17.5 20 41 41 34 69 69 12.5,±22.5 12 25 25 22 44 44 12.5,±27.5 9 16 16 16 32 32 17.5,±2.5 16 32 32 22 44 44 17.5,±7.5 14 28 28 22 44 44 17.5,±12.5 10 20 20 22 44 44 17.5,±17.5 9 16 16 22 44 44 17.5,±22.5 6 12 12 20 41 41 17.5,127.5 1 4 1 9 L 9 1 16 1132 32 Table 2-4 Maintained Initial Intensities for Arrow and PV Indications (in cd/m2) Table 2-5 Minimum Maintained Intensities for Arrow and PV Indications (in cd/m2) Red Yellow Green Arrow Indication 5,500 11,000 11,000 Bicycle Indication 5,500 5,500 5,500 PV Indication future future future Lane Control X 5,500 n a n a Lane Control Arrow n a n a 11,000 Table 2-5 Minimum Maintained Intensities for Arrow and PV Indications (in cd/m2) Table 2-6 Chromaticity Standards (CIE Chart) Type 2 Traffic Signal Module The followingspecification requirements apply to the Type 2 module only. All general specifications apply unless specifically superseded in the section. Red Red Yellow Green Arrow Indication 5,500 11,000 11,000 Bicycle Indication 5,500 5,500 5,500 PV Indication future I future I future Lane Control X 5,500 n a n a Lane Control Arrow n a n In 1 11,000 Table 2-6 Chromaticity Standards (CIE Chart) Type 2 Traffic Signal Module The followingspecification requirements apply to the Type 2 module only. All general specifications apply unless specifically superseded in the section. Red Y: not greater than 0.308, or less than 0.988-x Yellow Y: not less than 0.411, nor less than 0.995-x, nor less than 0.452 Green Y: not less than 0.506-0.519x, nor less than 0.150+1.068x, nor more than 0.730-x Physical and Mechanical Requirements LED traffic signal modules shall be designed as retrofit replacements for existing optical units of signal indications and shall not require special tools for installation. See appropriate sections for Type 1 and Type 2 modules. Environmental Requirements The LED siggnal module shall be rated for use in the operating temperature range of 4'C (40'F) to M C (+1657). The modules shall meet all specifications throughout this range. The LED signal module shall be protected against dust and moisture intrusion per the requirements of NEMA Standard 250-1 99 1 for Type 4 enclosures to protect all internal components. Construction The LED signal module shall be a single, self contained device, not requiring onsite assembly for installation into an existing traffic signal housing. The power supply for the module shall be integral to the unit. The circuit board and power supply shall be contained inside the module. Circuit boards shall conform to Chapter 1, Section 6 of the "Transportation Electrical Equipment Specifications". The assembly and manufacturing process for the LED sigonl assembly shall be designed to assure all internal components are adequately supported to withstand mechanical shock and vibration from high winds and other sources. Materials Materials used for the lens and signal module construction shall conform to ASTM specifications for the materials. Enclosures containing either the power supply or electronic components of the signal module shall be made of UL94VO flame retardant materials. The lens of the signal module is excluded from this requirement. Module Identification Each module shall have the manufacturer's name, trademark, model number, serial number, date of manufacture (month -year), and lot number as identification permanently marked on the back of the module. The following operating characteristics shall be permanently marked on the back of the module: rated voltage and rated power in Watts and Volt -Ampere. Each module shall have a symbol of the type of module (Le. circle, arrow, etc.) in the color of the module. The symbol shall be one inch (25.4 mm) in diameter. Additionally, the color shall be written out in 1/2 inch letters next to the symbol. If a specific mounting orientation is required, each module shall have prominent and permanent markings) for correct indexing and orientation within a signal housing. The markings shall consist of an up arrow, or the word "UP" at "TOP". Type 1 Traffic Signal Module The following specification requirements apply to the Type 1 module only. All general specifications apply unless specifically superseded in the section. Type 1 modules can be manufactured under this specifications for the following faces: 300 mm circular 200 mm circular 300 mm arrow Bicycle indication (future) Lane Control (future) Physical and Mechanical Requirements The module shall fit into existing traffic section housings built to the specfications detailed in ITE Publication: Equipment and Material Standards, Chapter 2 (Vehicle Traffic Control Signal Heads). Each Type 1 module shall be designed to be installed in the doorframe with a one-piece EPDM (ethylene propylene rubber) gasket. The maximum weight of a Type 1 module shall be 1.8kg (4 lbs). Each Type 1 module shall be a sealed unit to include all parts necessary for operation (a printed circuit board, power supply, a lens and gasket, etc.), and shall be weather proof after installation and connection. Two secured, color coded, 600 V, 20 AWG minimum, jacketed wires, conforming to the National Electric Code, rated for service at +105'C, are to be provided for electrical connection for each Type 1 LED signal module. Conductors for Type 1 modules shall be 1 m in length, with quick disconnect terminals attached and shall conform to Section 86-4. OIC< "Electrical Components", of the Standard Specifications. If specified in the purchase order, the module will be equiped with an adapter that will screw into the base of the medium base lamp socket. The adapter shall be able to accept the quick disconnect terminals at the end of the conductors for the module. The electrical contacts of the adapter shall be made of brass. Lens The lens of the Type 1 module shall be integral to the unit, shall be convex with a smooth outer surface made of plastic or of glass. The lens may be tinted or may use transparent film or materials with similar characteristics to enhance ON/OFF contrasts. The use of tinting or other materials to enhance ON/CFF contrasts shall not affect chromaticity and shall be uniform across the face of the lens. The LED signal module lens shall be U.V. stabilized and shall be capable of withstanding ultraviolet (direct sunlight) exposure for a minimum period of 60 months without exhibiting evidence of deterioration. If a polymeric lens is used, a surface coating or chemical surface treatment shall be used to provide front surface abrasion resistance. Type 2 modules can be manufactured under this specifications for the following faces: 300 mm circular 200 mm circular 300 mm arrow Programmed Visibility (red, yellow, green) Physical and Mechanical Requirements The module shall fit into existing traffic section housings built to the specfications detailed in ITE Publication: Equipment and Material Standards, Chapter 2 (Vehicle Traffic Control Signal Heads), with the existing lens, reflector and lamp socket remaining in place, and without modification to the housing. Each Type 2 module shall be designed to mount in the standard lamp socket normally used with an incadescent lamp. The maximum weight of a Type 2 module shall be 1.4kg (3 lbs). Type 2 modules shall be a sealed unit containing all components necessary for operation. The installation of a Type 2 module shall not require any removal of. or modification to the standard lamp socket or reflector. the installation of a Type 2 module shall not require special tools. 300 mm Arrow The following specification requirements apply to the 300 mm arrow only. All general specifications apply unless specifically superseded in the section. The arrow module shall meet specifications stated in Section 9.01 of the ITE Publication: Equipment arld Material Standards. Chapter 2 (Vehicle Traffic Control Signal Heads) for arrow indications. The 11: -_Ds shall be spread evenly across the illuminated portion of the arrow area. 300 mm Bicycle The following specification requirements apply to the 300 mm bicycle only. All general specifications apply unless specifically superseded in the section. The bicycle module shall meet approximate shape and size specification as shown in Figure 6-1 for bicycle signal face. City shall make the final determination as to the final determination as to the conformance to the intent of the specification. The LF -Ds shall be spread evenly across the illuminated portion of the bicycle area. C 300 mm Programmed Visibilty (PV) The following specification requirements apply to the 300 mm PV only. All general specifications apply unless specifically superseded in the section. The module shall be a Type 2 module designed and constructed to be installed in a programm visibility (PV) signal housing with out modification to the housing. The LEDs shall be spread evenly across the module. 300 mm Lone Control The following specification requirements apply to the 300 mm lane control module only. All general specificatiors apply unless specifically superseded in the section. \ The lane control module shall meet approximate shape and size specification as shown in Figures 8-1 and 8-2 for lane control modules. City shall make the final determination as to the conformance to the intent of the specification. Three secured, color coded, 600 V, 20 AWG minimum, jacketed wires, conforming to the National Electrical code, rated for service at +105'C, are to be provided for electrical connection for each lane control LED signal module. Conductors for this module shall be 1 m in length, with quick disconnect terminals attached and shall conform to Section 86-4.01C "Electrical Components," of the Standard Specifications. The color code is as follows: Function Color neutral white red X red green arrow brown The LEDs shall be spread evenly across the illuminated portions of this module. LUMINAIRES. Luminaires shall conform to the provisions in Section 86-6.01, "High Intensity -Discharge Luminaires," of the Standard Specifications and these special provisions. Lumiraires shall be furnished with 310 -watt or 200 -watt high pressure sodium lamps and integral ballasts as indicated on the contract plans. An in-line fuse shall be located in the pull box. PHOTOELECTRiC CONTROLS. Photoelectric controls shall conform to the provisions in Section 86--6.07, "Photoelectric Controls", of the Standard Specifications and these special provisions. Each luminaire shall be provided with a Type IV photoelectricol control. Internally illuminated street name signs will be controlled by a single Type V photoelectric control located in the service pedestal. (IISNS are not required for this project) PEDESTRIAN SIGNALS. Pedestrian signals shall conform to the provisions in Section 86-4.05, "Pedestrian Signal Faces," of the Standard Specifications and these special provisions. Pedestrian signals shall be Type A. conforming to the following: GENERAL Each module shall consist of an assembly that utilizes LEDs as the light source in lieu of an incandescent lamp for use in traffic signal sections. The LEDs shall utilize appropriate technology to achieve the required color and shall be the ultra bright type rated for 100,000 hours of continous operation from 4'C to +74'C. The modules shall be rated for a minimum useful life of 48 months. All modul meet all parameters of this specification during this period. The individual LEDs shall be wired such that a castastrophic loss or the failure or more LED will result in the loss of not more than five percent of the signaV modul light output. Electrical ( `� Power Comsumption Maximum power Comsumption requirements for the modules are as follows (in Watts): 25'C 74'C OF CA1 Hand 10.0 12.0_IF RD DRAWit Wilkin 9.0 12.0 LED modules will have EPA Energy Star compliance ratings, if applicable to that shape, size and color. Operational Voltage The modules shall operate from a 60 HZ t3 HZ AC line over a voltage ranging from 95 volts to 135 volts. The fluctuations of line voltage shall have no visible effect on the luminous intensity of the indications. Oerating voltage of the modules shall be 120 VAC. All parameters shall be measured a _ this voltage. Power Factor The LED signal module shall have a power factor of 0.90 or greater. THD Total harmonic distortion (current and voltage) induced into an AC Trower line by a LED signal module shall not exceed 20 percent. Surge Suppression The signal module onboard circuitry shall include voltage surge Protection to withstand high repetition noise transients as stated in Section 2.1.6 of NEMA Standard TS -2, 1992.. The LED fircuitry shall prevent perceptible flicker to the unaided eye over the voltage range specified above. All wiring and terminal blocks shall meet the requirements of Section 13.02 of the ITE Publication: Eauiament and Material Standards, Chapter 2 (Vehicle Traffic Control Signal Heads). 01 D 000 cr Zui a ; _J UJ W CO ip O L v N cff Ls. e r_. m N Z 0 W I I 0 E Compatibility The modules shall be operationally compatible with currently used controller assemblies (soild state load switches, flashers, and conflict monitors). Review TEES Chapters 3 and 6 for specifications on these devices. When a current of 20mA AC (or less) is applied to the unit, the voltage read across the two leads shall be 15 VAC or less. The modules and associated onboard circuitry must meet Class A emission limits referred in Federal Communications Commission (FCC) Title 47, Subpart B, Section 15 regulations concerning the emission of electronic noise. ENVIRONMENTAL REQUIREMENTS The LED signal module shall be rated for use in the operating temperature range of 4'C (407) to +74'C (+1657). the modules shall meet all specifications throughout this range. The LED signal module shall be protected against dust and moisture intrusion per the requirements of NEMA Standard 250-1991 for Type 4 enclosures to protect all internal components. CONSTRUCTION The LED signal module shall be a single, self contained device, not requiring onsite assembly for installation . The power supply for the module shall be integral to the unit. The circuit board and power supply shall be contained inside the module. Circuit boards shall conform to Chapter 1, Section 6 of the "Transportation Electrical Equipment Specifications". The assembly and manufacturing process for the LED signal assembly shall be designed to assure all internal components are adequately supported to withstand mechanical shock and vibration from high winds and other sources. MATERIALS Material used for the lens and signal module construction shall conform to ASTM specifications for the materials. Enclosures containing either the power supply or electronic components of the signal module shall be made of UL94VO flame retardant materials. The lens of the signal module is excluded from this requirement. MODULE IDENTIFICATION Each module shall have the manufacturer's name, trademark, model number, serial number, date of manufacture (month -year), and lot number as identification permanently marked on the back of the module. The following operating characteristics shall be permanently marked on the back of the module: rated voltage and rated power in Watts and Volt -Ampere. If a specific mounting orientation is required, each module shall have prominent and permanent marking(s) for correct indexing and orientation within a signal housing. The markings shall consist of an up arrow, or the word "UP" or "TOP". TYPE A PEDESTRIAN SIGNAL FACE (COMBINATION RAISED HAND/WALKING PERSON SECTION) The following specifications requirments apply to the Walking Person section only. All general specifications apply unless specifically superseded in this section. GENERAL Pedestrian signal face modules shall be designed to mount behind or replace the existing face plate of existing Type "A" housing as specified by the requirements in the ITE Publication: Equipment and Materials 5tondards Chapter 3 (Pedestrian Traffic Control Signal Indications). The design of the modules shall require a specific mounting orientation. PHOTOMETRIC REQUIREMENTS Each module shall provide an average luminous intensity of at least 3,750 candela/m for "Hand" and 5,300 candela; m for "Walking Person" symbol throughout the useful life over the operating temperature range. The uniformity ratio of an illuminated symbol shall not exceed 4 to 1, between the highest luminance area and the lowest luminance area in the module. The color output of the module shall conform to the requirements of Section 5.3 in the ITE Publication: Equipment and Material Standards Chapter 3 (Pedestrian Traffic Control Signal Indications). "Hand" shall be Portland orange. Not greater than 0.39 , nor less than 0.331 nor less than 0.997-x. "Walking Person" shall be lunar white. x: not less than 0.290, nor greater than 0.330. y. not less than 1.5x-0.175, nor greater than 1.5x-0.130. PHYSICAL AND MECHANICAL REQUIREMENTS The module shall be designed to be used in the pedestrian signal section as retrofit replacement for existing signal lamps and shall not require special tools for installation. The module shall fit into the existing pedestrian signal housing built to the PTCSH specifications without modification to the housing. The height of each symbol on the module shall not be less than 250 mm and the width of each symbol on the module shall not be less than 165 mm. CONSTRUCTION The modules shall be a single, self-contained device, not requiring on-site assembly for installation. CERTIFICATE OF COMPLIANCE. The Contractor shall provide the Engineer a Certificate of Compliance from the manufacturer in accordance with the provisions of Section 6-1.07, "Certificates of Compliance," of the Standard Specifications. The certificate shall certify that the LED signal modules comply with the requirements of these specifications. Said certificate shall also certify the LED signal modules conform to the pre -qualified and testing approval of CalTrons and was manufactured in accordance with the CalTrans quality control program. The certificate shall also include a copy of all applicable test reports on the LED signal modules. REPLACEMENT MODULES. Three spare modules of each size and type used for each intersection shall be furnished by the Contractor. GUARANTEE. LED signal modules shall be guaranteed by the Contractor for a period of one year starting- on the day after the project is accepted by the City. Modules that fail during this period shall be replaced at no cost to the City, except that City forces will change out the modules in the field. The replacement modules shall be delivered to the Engineer, or to the City Corporation Yard located at 4101 Truxtun Avenue, within five working days after notification. The failed modules will be made available to the Contractor at the above address at the same time as the replacement is delivered. WARRANTY. The manufacturer shall provide a written warranty against defects in materials and workmanship for the LED signal modules for a period of 36 months after installation of the modules. Replacement modules shall be provided promptly after receipt of modules that have failed at no cost to the City except cost of shipping of the failed modules. All warranty documentation shall be given to the Engineer prior to installation. CONTROLLERS, CABINETS AND AUXILIARY EQUIPMENT. The contractor shall furnish the controller and cabinet assembly for each location conforming to the City "Traffic Signal Control Equipment Specifications". The central pad on the Foundation Detail in State Standard Plan ES -46 shall be increased from a height of 3.5" to a height of 12". Full compensation for cast -in -drilled hole concrete pile foundations shall be considered as included in the contract lump sum price paid for the item requiring foundations and no separate payment will be made therefore. GUARANTEE. The Contractor shall furnish a written guarantee to the City on City provided form, guaranteeing all systems, except traffic signal Tamps, installed under this contract for a period of one (1) year from the date of acceptance of the work. The grantee. properly executed, shall be filed with the City before notice of completion and finaual acceptance is made by the City of the work described on the plans and these special provisions. The controller cabinet shall be equipped with two cabinet lights, one for the front 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 shall be mounted on the inside top of the cabinet near the front edge. Fixture shall be provided with an F15TS cool -white lamp operated from a normal power factor UL or E TL listed ballast. All Controller cabinets shall have McCain's Traffic supply document drawer model JC5-332drower-3 or equivalent, installed in cabinet. All spade lug connections within the 332 cabinet shall be crimped and soldered. STREET LIGHT BOX ADJUSTMENT. Frames and covers of existing street light boxes shall be adjusted to grade in accordance with the provisions in Section 15-2.05, "Reconstruction", of the Standard Specifications, the details shown on the plans, these special provisions, and City Standard S-31. If existing street light box frames and covers are damaged during removal, a new frame and cover shall be furnished. The surface of the concrete shall be protected from pedestrian traffic for a minimum of three days. MAINTAINING TRAFFIC. The Contractor shall furnish, install and maintain signs lights, flags and other warning and safety devices when performing work which interferes with or endangers the safe movement of traffic on any street or highway. Signs, lights, flags and other warning and safety devices and their use shall confirm to the requirements set forth in the current "Manual of Traffic Controls - Warning Signs, Lights, and Devices for Use in Performance of Work Upon Highways," published by the State of California, Department of Transportation. Application and use of devices shall be as specified and as directed by the Engineer. The Contractor shall keep the Bakersfield Fire Department informed at all times cis to the exact location and progress of the work and shall notify them immediately of any streets impassable for fire fighting equipment. The sixteenth and nineteenth paragraphs of Section 7-1.08, "Public Convenience", of the Standard Specifications, shall be amended to read as follows: Construction operations shall be actively in progress only between the hours of 8 30 a.m. - 4:00 p.m., Monday through Friday, except legal holidays. Where construction operations are actively in progress, a minimum of one traffic lane, not less than twelv3 feet in width, shall be open for use by public traffic. Where construction operations are nct actively in progress, not less than two such lanes shall be open for use by public traffic. Public traffic may be permitted to use the shoulders and, if half -width construction methods are used, may also be permitted to use the side of the roadbed opposite to the one under construction. No additional compensation will be allowed for any shaping of shoulders necessary for the accommodation of public traffic thereon during paving operations. In order to expedite the passage of public traffic through or around the work and where ordered by the Engineer, the Contractor shall, at his own expense, furnish, install and mantain construction area signs, lights, flares, temporary railing (Type K), barricades, (Ind other facilities for the sole convenience and direction of public traffic. Also, where directed by the Engineer, The Contractor shall furnish competent flagmen whose sole duties shell consist of directing the movement of public traffic through or around the work. When deemed necessary by the City, the signs "Road Construction Ahead", No. C-18,and "Er d Construction",C-13, shall be furnished, installed and maintained by the Contractor at locations as directed by the Engineer at least 48 hours in advance of any construction. EXISTING HIGHWAY FACILITIES. The work performed in connection with various exi Sting facilities shall conform to the provisions in Section 15, Existing Highway Facilities", of the Standard Specifications and these special provisions. Existing City highway signs and street markers shall remain the property of the City. Such signs and street markers shall be relocated and maintained during construction so as to convey the some intent that existed prior to construction. Existing City highway signs and street markers shall be placed in their permanent position by the Contractor's forces prior to completion of construction. Signs removed from the project area shall be delivered to the City Corporation Yard at 4101 Truxtun Avenue. ROADSIDE SIGNS. Roadside signs shall conform to the provisions in Section `,6-2, "Roadside Signs", of the Standard Specifications and these special provisions. Miscellaneous roadside signs shall conform to City Standard TS -4. WARNING -REGULATORY SIGNS. Sign panels shall be mounted on posts with Hawkins M2G series bolt and vandal proof nut assembly or equal. Roadside signs installed per Standard T-19 shall be relocated within sidewalk 6 inches from back. SIGNS -MEASUREMENT. Signs ground mounted on steel posts shall be measured by the unit. One or more sign panels mounted on a single post installation shall be counted as one unit. Signs mounted on the signal most arm or signal pole standard shall be included in the lump sum price paid for the traffic signal. REMOVE TRAFFIC STRIPES AND PAVEMENT MARKINGS. Traffic stripes and pavement markings to be removed will be as shown on plans and as designated by the Engineer. Traffic stripes and pavement markings shall be removed to the fullest extent possible from the pavement by any method that does not materially damage the surfoce or texture of the pavement or surfacing. Where blast cleaning is used for the removal cif painted traffic stripes and pavement markings, the area shall be shielded so that no material from the blasting operation is allowed to enter 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 of sand or other material which might interfere with drainage or might constitute a hazard to traffic w Ii not be permitted. 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 aid varying widths. Pavement markings shall be removed by blast cleaning a rectangular area, rather than just lettering or markings, so the old message cannot be identified. After removal of traffic stripes and pavement markings, a fog seal coat shall be applied in conformance with the provisions in Section 37, Bituminous Seals", of the Standard Specifications and the following: In traffic stripe removal areas, the fog seal coat shall be applied over the traffi.. stripe removal area and to irregular and varying widths with an average width of 2 feet on each side of the blast cleaned traffic stripe removal area. In pavement marking removal areas, the fog seal coat shall be applied to the blast cleaned rectangular area. Full compensation for furnishing and applying fog seal as specified herein shall be considered as included in the contract price paid per square foot for removal of traff c stripe and pavement marking and no separate payment will be made therefor. Nothing in these special provisions shall relieve the Contractor from his responsibilities as provided in Section 7-1.09, "Public Safety," of the Standard Specifications. TRAFFIC STRIPES AND PAVEMENT MARKINGS. Traffic stripes and pavement markiigs shall be thermoplastic and shall conform to Section 84-2, "Thermoplastic Traffic Stripes and Pavement Markings," of the Standard Specifications. PAVEMENT MARKERS. Pavement markers shall conform to Section 85 "Pavement Markers" of the Standard Specifications. TRAFFIC DELINEATION. Immediately after any construction operations where traffic delineation is obliterated or when directed by the Engineer, the contractor shall replace all obliterated pavement delineation with temporary delineation during the same work period, and in no case later than 7:30 a.m. following such work period. Temporary delineation consists of reflective traffic line tape applied in pieces not less than 4 inches long nor less than 4 inches wide, spaced no more than 20 feet apart :)n tangents and no more than 10 feet apart on curves. Apply reflective traffic line tape in accordance with the manufacturer's instructions. Temporary delination must be the s ime color as the permanent delineation. Remove temporary delineation applied to asphalt concrete patches immediately prior to applying asphaltic emulsion tackcoat for asphalt concrete overlay. Traffic stripes and pavement markings shall conform to Section 84, "Traffic Strikes & Pavement Markings," of the Standard Specifications and these special provisions. Traffic stripes and pavement markings shall be thermoplastic and shall conform to Section 84-2, "Thermoplastic Traffic Stripes and Pavement Markings". The first sentence of Section 84-2.01 "Materials" shall be revised to read: The thermoplastic materials shall conform to State Specification 8010-21C-19. Pavement markers shall conform to Section 85 "Pavement Markers," and these special provisions: Pavement markers shall be placed with rapid set epoxy per Section 95-2.04 of the Standard Specifications. VIDEO VEHICLE DETECTION SYSTEM Contractor furnished vehicle detection equipment will be as follows: 4 ea.-EDGE2-IN Edge2 Processor, Single Camera Input Includes: SURGEVAN, IVRAS, FCABLE, mouse, EDGE2MANUAL, and right angle BNC adapter. 4 ea.-EDGE2EM2 2 Channel Extensioi Module includes: CAT 5 Interconnection Cable. 4 ea. -Camera, Variable Focal Length includes: 2 each BNC Connectors, Duetsch Power Con -lector CAM-RZ:S. 1 ea.— Vantage Access Module Universal Camera Bracket CAMBRKT4 Focal length as shown on the plans or as specified by the contractor. Video Processors will be i-istalled by Iteris or Synchronex. The Contractor shall contact Janna i4cKahann from Synchronex at (714) 931-7631) two weeks proir to the signal being turned on. The representative from Synchronex must have completed programming the video signal system before the signal is activated. The video cable (Belden #8281) shall be supplied and installed by the Contractor from the Camera to the controller cabinet. The video cable shall run from the video camera con':inuous from camera pigtail conn action to the signal controller cabinet. Splicing will not be allowed. Camera video cable and power cords shall enter luminaire arm and utilize a 2 foot drip loop. Correctors shall be installed by the video technician in the field. Connections at comero s shall be appropriately wrapped and weatherproofed. WARRANTY, MAINTENANCE AND SUPPORT The video detection system shell be warranted by its supplier for a minimum of five (5) years. The contractor shall supply a lestter to the city from the supplier stating that the warranty is irtended for 5 years on all video !puipment Ongoing software support by the supplier shall include updates of the ACU and supervisor software. These updates shall be provided free of charge during the warranty period. The supplier shall maintain a p -ogram for technical support and software updates following expi-ation of the warranty period. This program shall be made available to the City in the form of c separate agreement for continuing support. PREEMPTION `,SYSTEM. The contractor shall provide a fully operational preemption sys!:em. The contractor shall furnish and install Opticom 711 (Single Unit) preemption devices as indicated on the signal pans including all cables and mounting hardware. The contractor shall also furnish and install an Opticom 754 phase selector unit in the controller cabinet. Exact preemption hardware mounting placement shall be determined by the Engineer in the field. The optical detector cable (3—M Opticom Model 138 or equal) shall have four conductors of AWG #20 (7X28) stranded individually tinned drain wire to provide signal integrity and transient protection. the individually tinned copper, color—coded insulation shall be as follows: a. Orange for delivery of optical detector power (+) b. Negative return wire for optical detector power (—) c. Yellow for optical detector signal #1 d. Blue for optical detector signal #2 TRAFFIC SIGNAL INTERCONNECT Signal Interconnect Cable shall be six or twelve pair as shown on the plans and shall coliform to the provisions in Section 86-2.08E, "Signal Interconnect Cable," of the Standard Specifications and these special provisions. The conductors shall be solid '19 AWG annealed copper in twisted pairs. The conductors shall be no less than 4 turns per 14 inches for twelve pair cable and 3.5 turns per 14 inches for six pair cable. The cable shall have a corrugated copolymer -coated 13 -mil aluminum tape applied longitudinally over the core wrap. These cables must meet the requirements of PE -39 and ANSI/ICEA S-84-608-1988. Install 3M communications 4460—S ground shield connection in all neceaasry controller cabinets for 12 pair cable. Each individual run of cable shall be grounded at one end only, as directed by the City Engineer. Install 3M communications 4460—D ground shield connection for 6 pair cable. 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