Item 12 - Construction Contract for Bristol Street and Santa Clara Avenue Traffic Signal Modification

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1J �s»s�s��s�®�oove®ate I 6�� m 8 I TYPE 15T5 I - 1 12' 1 LED - - SV-I-T SP-I-T I APS 2 N -3' 6' BCR I STRAIGHT UNA ALL EOUIPMENT IS NEW UNLESS NOTED OTHERWISE. W r 1U1 . PEDESTRIAN HEADS SHALL BE COUNTDOWN TYPE. ' LED LUMINAIRES SHALL BE LEOTEK GREENCOBRA SERIES PER SPECIAL PROVISIONS. 2 MIN (TYP. ) ♦CONTRACTOR SHALL POT HOLE ALL POLE LOCATIONS TO CONFIRM NO UTILITY CONFLICTS PRIOR TO ORDERING POLES. 2'MIN.ITYP.1 1 y' 291 SKI! LEGEND ----— _ --- IF mar 12 a 93 _ i— 1a OO P B BI. 1 11 IIc IICF R WORK LINFLINU57I11 2 I's NNOI =� CROSSWALK CROSSWALK © 5 V1.114 ) 14 ONLY NO�J TURN � � ��11s %1-7 R73-3 R" W313P R9-W 114" 5') (36' X 36') 118' % 18") I18" x 2"1 (18' X 2"I � A 2'MIM.(TYP. 8 -gy - HIS 3 r CONWWAL CF#M'ALK DETAL 1 1 4 a a 2 ��A�y�M�� N� RC STUN LEGEND ECR WHEELCHAIR RAND ITTR) 13 3 4 3 3 T 2 R2-1 SPICED LIMIT JO' x 36' 2 RS-2 NO TRUCKS 24' x 11' A _A t 1 13 EX.R2-11251 _ `z 1 13 EX.R26 R26 ICAI NO PARKING ANYTIME 11" x tB" g I 93 LL 3 R26 ($I NO STOPPING ANYTIME 12' X 18' FOC WIN R61-7 INTERSECTION LANE CONTROL 54' x 45" m NE �I CO Aitx U q LL••• Ex RL 9 AB — d R308 NO PARKING STREET SWEEPING 12' x 10' � D A POLE LOCATION DETAIL /W - 55-2 END SCHOOL ZONE 24' x 30" W14-2 NO OUTLET 36' x 36" LOOPS AB 2 ' NEIGHBORHOOD WATCH 12" X 18' I EX- / 2 GENERAL NOTES = /= I, ALL TRAFFIC 510 CALIFORNIA.LIGHRLIGHTING. ENT OF TRANSPORTATION STRIPING SHALL STANDARD CONFORM TO THE REPECIFI ATIO I $ • J OF TFE STATE OF CNANA STANDARD PLANS iS AND THE SPECIAL PROVISIONS PLANS AND SPECIFICATIONS P DATED Z018 ELATION, SANTA ARIA STANDARD PLANS AND THE SPECIAL PROVISIONS FOR THE - _�� • _ ^`,' ' PROJECT. _ -'. O , 2. ALL ABBREVIATIONS AND SYMBOLS USED ARE SHOWN OH CALTRANS STANDARD PLAN N0.'S A-GA,A-IOU. I I = / • A RL O ES IA. ES-6 AM AS DEFINED ON THE PLAN. 3. UT LTES SHOWN ON THESE PLANS ARE CORRECT AND ACCURATE TO THE EXTENT W AVAILABLE A 11 / I %. fl61 1 13 AB RECORDS AND KNOWLEDGE. THE CONTRACTOR, HOWEVER, S REOURED TO TAKE STEPS TO ASCERTAIN TxE \y — — �AAW /13 EX. R61-T 3 1 EXACT LOCATION OF UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE OR INTERFERE T WITH SUCH FACILITIES. CONTACT USA 010 ALERT AT HIAT LEAST 2 WORKING DAYS N AOVANCE. 3 , 12 10 4. ALL NEW CONDUTS SHALL BE PVC SCHEDULE 90, ALL STUB CUT CONDUIT FOR LOOPS, SHALL BE EX.RJOB.W19-2 2 a{' q73- IS Y. ALL COIOUIIS FROM POLE TO ADJACENT PULL BOX SHALL BE PER CALTRANS STD. PLAN. ALL OTHER CONDUITS SHALL BE 3-MN14UM UNLESS NOTED OTHERWISE. ALL FITTINGS INTO PULL BOX SHALL BE I I 6 45-0EGREE SWEEPS. 15 CON3TAUCTION NOTES 5. ALL SIGNAL CABLES SHALL BE RUN CONTINUOUSLY FROM TERMINAL BLOCK TO CABINET. INDIVIDUAL EXISTING TYPE TRAFFIC SIGNAL CABINET AND TYPE IB SERVICE CABINET ASSEMBLY. SIGNAL CONDUCTORS AND MM TIRE SAFETY LIGHTING CONDUCTORS MAY BE SPLICED IN DULL BOXES. ALL I REMOVE AND SALVAGE ROAN CONLATEST ECONOLIIW AM INSTALL ECONOLIVESPECIAL COBALT a 3 COxpUCi01l5, CABLES, LOOP WIRES AND LEAD- MS WILL BE LABELED PER iRE SPECIAL PROVISIONS. RACKMOUNi CONTROLLER AND LATEST ECONOLITE EOS FIRMWARE PER SPECIALI1},II LOOPS AS E 6. ALL LOCATIONS OF DETECTOR LOOP,SIGNAL POLE AND CABINET REQUIRE ENGINEER'S APPROVAL PRIOR PROVISIONS.NSTALL ECONOLITE AUTOSCOPE VISION VIDEO DETECTION SYSTEM INCLUDING SOLO 1 • _____ __ R TO SAW CUTTING OR EXCAVATION. o HARNESS. COMMUNICATIONS MANAGER AND NECESSARY INTERFACE CONNECTIONS). 7. DETECTOR LOOPS SHALL BE 6-FOOT DIAMETER TYPE E PER CALTRANS STD. PLAN ES-5B.FRONT LOOP s (CENTER OF LOOP)TO BE PLACED 4-FOOT BEHIND BACK OF CROSSWALK. LOOPS N THE SAME LANE REMOVE AND DISCARD ALL EXISTING TRAFFIC SIGNAL POI PUSH BUTTON ASSEMBLY POST(S), n 9' SHALL BE PLACED 6 FEET APART (CENTER TO CENTERL ALL LOOPS TO BE CENTERED IN THE TRAVEL AND REMOVE FOUNDATIONS COMPLETE. LAN EXCEPT WHERE CURBLANE LLANE INE. BILL WIDER THAN 10 FEET. RACE LOOPS OtE CENTER ATC5.5 FEET FROM NIINSTALL NEW OR REPLACE EXISTING PULLBOX WITH NEW NOR NIPULLBOX. i THE ADJACENT 2 B. 4ILL PULL BOXES SHALL BE CONCRETE AND PLASTIC UNEO, LID SHALL BE LIGHT WEIGHT AND LABELED 4 FURNISH AND INSTALL ECONOLITE AUTOSCOPE VISION CAMERA ON LUMNAIRE MAST ARM OR PER CITY OF SANTA ANA STD. PLAN NO.1501. PULL BOX SHALL BE NUMBER I. UNLESS NOTED OTHERWISE. TRAFFIC SIGNAL POLE MAST ARM WITH 5'fll$OR AND ASTRO-BRACKET PER PULL BOXES ADJACENT TO TRAFFIC SIGNAL POLES SHALL HAVE 10 FOOT GROUND ROD KITH GROUND MANFACTURER SPECIFICATIONS AND AS DIRECTED BY ENGINEER. CAMERA SYSTEM SHALL INCLUO CAMERA, MOUNTING HARDWARE (CAMERA MOUNTING BRACKET OR POLE EXTENSION BRACKET), VIDE 6 CLAMP AND SHALL BE fASTENEO TO BARE GROUNDING CONDUCTOR FROM LPAFf1C RGNAL POLE. DETECTION CABLE, AND ANY ASSOCIATED EOUIPMENT FOR THE INTENDED OPERATION. {a 5 9. ALL NEN VEHICLE AND PEDESTRIAN HEADS SHALL BE OF LIGHT EMITTING DIODE (LED)TYPE PER THE OINSTdLL FIBER OPTIC HARDWARE PER SPECIAL PROVISIONS. I Ex.t"C w/ SPECIAL PROVISIONS. ALL NEW VEHICLE NEAR$ SHALL BE 12-WITH BACKPLA7E. MOUNT ALL VEHICLE AND 6 a ' i H PEDESTRIAN HEADS AWAY FROM THE TRAFFIC SIDE OF THE POLE WHERE POSSIBLE. REMOVE EXISTING STREET LIGHT COMPLETE WITH FOUNDATION INSTALL NO 5 PULLBOX AND 10. CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL BE THE SPLICE ALL NECESSARY CONDUCTORS TO MAINTAIN STREET LIGHT CIRCUIT. CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS AM CABLES REWIRED FOR THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WORK. DELIVERY LED HEAD AND POLE TO a,{ NTENDEO OPERATION. CITY STREET LIGHT DIVISION.CONTACT ROBERT FLORES AT 714-673-24II,FOR COORDINATION. 0 11. MIN. SS NOTED OTHERWISE.THE CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT COORDINATE WITH SOUTHER CALIFORNIA EOISON (SCE),AT LEAST 6 WEEKS PRIOR TO INSTALLATION. i85 a RELAAREO. TALL THERMOPLASTIC CONTINENTAL CROSSWALK PER DETAIL 'G'., x-, 12. TEMPORARY OVERHEAD WIRNG.INCLUDNG SIGNAL INTERCONNECT IS REGURED TO MAINTAIN SIGNAL []INSWHITE UNLESS STATED OTHERWISE. a N OPERATION DURING MODIFICATION OF EXISTING TRAFFIC SIGNAL SYSTEM PER THE SPECIAL PROVISIONS. �8 I NTALL NEWSIGNR9-3 AND MEET TIMwN51I AS REBLY (DOUBLE SIDED) ON 13. ALL STRIPING WALL CONFORM TO THE CITY OF SANTA ANA STANDARD PLAN M.1125 'aa l4 THROUGH E). ALL ITEMS OR DETAILS NOI COVERED Iu THE CITY STANDARD PL4N5 9 REMOVE EXISTING CONFLICTING STRIPING AND LEGEMIS)BY GRINDING. SHALL CONFORM TO THE APPLICABLE SECTIONS OF TxE STATE O' CALIFORNIA - WIDE I a,' x 14. AL STANDARD S STRIPING PLANSD PAVEMENT MARKINGS WAND SPECIFICATIONS DL28E L018 E RMOPLASTIL ALL CURB MARKINGS TION,ID PER LIiTOOFRSARSTD ESHPLLANL NO. u258wl,'DETAILIN9'. 16 OTHERWISE BAR, WHIiIW TALL 12 EMUNLESS IC LIMIT D.F i a ILfuO IS AND MEDIAN NOSE MARKINGS SHALL BE PAINTED UNLESS NOTED OTxERNSE. II PER CILY00FREFRESH HATELAN NO . RSBNE'OINE 2'. -� 15. ALL NEW SIGL14 MUST BE INSTALLED ON NEW 2'x2' PERFORATED AND GALVANIZED METAL INSTALL OR REFRESH WHITE LANE LINE rcI i I I POSTIS)UNLESS NOTED OTHERWISE. ALL SALVAGED SIGNS)SHALL RE DELIVERED TO THE CITY 12 PER CITY OF $A STD. PLAN N0. 1125B-I,'OETAIL I'. CORPORATE TARO.C%TACT CITY MAINTENANCE AT (TM64T-3339 PBOR 10 DELIVERY. 13PROTECT IN PLACE. IT 16. ALL CONFLICTNG STRIPING PAVEMENT MARNNGS,ANO RAISED PAVEMENT MARKERS WALL COLD MILL 2-AC PAVEMENT, CRACK FILL 6 IS INSTALL SIGNIS) ON MAST ARM AS NOTED.) BE REMOVED EVEN IF NOT SHOWN ON THE PLAN. REMOVAL OF STRIPING AND PAVEMENT t MARKINGS SHALL BE DONE BY GRINOING.ALL DAMAGED PAVEMENT DUE TO REMOVAL SHALL 14 CONSTRUCT 2-ARHM ON EXISTING PAVEMENT ABANDON. IF APPLIED TO CONDUIT, REMOVE CONDUCTORS. R BE REPAIRED WITH SLURRY SEAL AS NECESSARY TO MAINTAIN A SMOOTH AM UNFORM SURFACE. PER DETAIL 'M'. AB i EINSTALL OR REFRESH THERMOPLASTIC LEGEND(S) EQUIPMENT OR MATERIAL TO BE REMOVED AND BECOME THE PROPERTY IS WC AS SHOWN. OF THE CONTRACTOR. FILE NO.: REVISIONS REFERENCES 1b NUMBER GATE INITIALS DESCRIPTION APPROVED INSTALLED BENCxNARK NO.: ELEV. M0A: CONSTRUCTION COMPLETED, TURN - ON. t-IR EX.I -C W/ 1-DLC TYPICAL PHASE SEQUENCE 03.08 1 I SANTA aW AVE L--- — JL�N` 01 02 1 03.07 04.08 07.04 - - -- -- j LEGENDCOLD \\ NULL EXISTING PA77VI RECONSTRUCT AS SNOW ON THIS PLAN. I II I SANTA CLARA AVE COLD MILL 2" ACPAYEW DETAL'V' T, •`LL'`LLLL T —CAB LOOPS -----,- 13EX.R308.R5-2 - 1 ^ E%. R2-CARS) C.WyoA� � C O N ARNN 1' 9R I/ 1\I /° 1 / �a Nua 3NEI MATCH .6 13 WHEELCHAIR RAMP VTP) 7 `1T I flc 3 14 12 I EXX w/ _ IF 12PRN22S/C 11 R 12-SEGO 1 A 2-0LC ` I E I 1't E%. SPLICE II I I ENCLOSURE I I I 1 4 EX. 3"C W/12PRtt22S/C. II 12-SMFO & 2-DLC 11 7 E � nn9nFAMA e ®s0000noo ®00000noo ®ooeoenoe ®00000noo ®seooenoo ®seooe000 ®s0000000 ®sesee000 ®snnn0000 ®oese0000 ®0000nuoo 0000nuoe �nsnnnnoo �ovoonnnn 000©ones �onono©Y�©E�,yWn EX. SPLICE ENCLOSURE ALL CO OUIT AND UNLESSNOTEDOTHERWISE. ERE%SITNG SHALL BE NEW 3 61 5, AB 'I RC EX. S5-2 & 13 6 R26(S) AS LOOPS RC RC MI2 8 5 3 LO �.CA LK I I 2 � 2 13 WHEELCHAIR AB ---- AB — RAMP (TYP) PIS pF� R/W TO I K 0 lll�151 -- 0Underground Service Alert IIII V� y 02 2 W J611 eJAL L II dB,XJVR GROAT. TWO WORKING DAYS DETAIL "A" 13 MONUMENT below. BEFORE YOU DIG R CellemxyN WN EX. 3"C W/2-DLC WAS NOTICE TO CONTRACTOR a 12-SWO I111111 PURSUANT FO ASSEMBLY BILL 4216 NO EXCAVATION PERNII `E%. 3'C W/12-SWFO IS VALID WY ESS THE CONFRACT" CONFa[i5 AND LWIA/NS A DIG AL ERI TICKET NUMBER. CALL 8 1 t AT LEAST TWO WRO ING DAYS PRICK FO COMENCINO EXCAVATION. p°'EIOOj� O`EPSUPERU"DIRDERK ge.M.KW.v..n. DATE TRAFFICSKRALMODMATION XA-0I NKUR REVIEWED CDTRO LITT � 2/2D22 BRISTOL STREET AT SANTA CLARA AVENUE [P 6 Nye W PRINCIPAL CIVIL ENGINEER RCE NO.: U968 W oo NW' CONSTRUCTION: g&.K ISAX 2,2022 PUBLIC WORKS AGENCY PRINCIPAL CIVIL ENGINEER RCE M.:66219 CITY OF SANTA ANA SHEET 1 of