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HomeMy WebLinkAboutT_5817_SCONDUCTOR TABLE I ¢2 ---3 3 3 3 ,4 -3 3 3 3 3 6 <6 - - -3 3 3 6 ¢4 PED - - 2 -2 2 4 ¢6 PED 2 2 2 - - - 2 # •4 PPB --- - , 1 1 6 PPB -1 1 - - - 1 14 PPB COMMON 1 1 1 1 1 1 2 SPARES 3 3 3 3 3 3 6 TOTAL 6 10 12 13 16 17 31 ¢2 DETECTOR --- - - 3 3 4 DETECTOR - - 2 ---2 5 DETECTOR - - ---1 1 ! DETECTOR SCHEDULE I SENSOR I UNIT iCHANN LOOP DETECTORS 1 1 1-1?2 (1) 2 2-¢2 2 1 3-;o2 2 1-04 (2) 3 1 2-¢4 2 1-¢5 4 1 1-¢6 (3) 2 2-6 5 1 3-6 2 FUTURE 1-¢1 6 1 FUTURE 1-~ 3 2 FUTURE 2-( 3 7 1 EVP ¢2 2 EVP /66 8 1 EVP f14 2 EVP ;,8 [FUTURE) (#) = SYSTEM SAMPLER NUMBER (ff) = VCS INPUT NUMBER \ 1) (2) 3 4 FARALLONDR. ' ! f5 I 14' 12' I \ POLE STANDARD LUMINAIRE 1.1.S.N.S. SIGNAL MOUNTING No. TYPE HEIGHT SIG.M.A. LUM.M.A. HPSV LEGEND VEHICLE (1) 9-4-70 30' 30' 12' 250 W Forollon -MAS SV-1-T 2 ea (2) 1-A 10' -- - - - -TV-1-T (3) 15 30' 12' 250 W - - - SV-1-T (4) 1-A 15' --• -- - -TV-1-T (5) 24-4-70 30' 35' 12' 250 W Forallon MAS MAS SV-2-TA 5A SV-1-T (6) 7-3-7( 30' 20' 12' 250 W Avocado MAS SV-2-TA * - 1. ALL SIGNAL HEADS SHALL BE 12-inch l'llTH GLASS LENSES AND GLASS REFLECTORS. 2. ALL PEDESTRIAN PUSH BUTTONS SHALL BE A.D.A. APPROVED l'llTH 50mm ACTUATOR BUTTONS. 3. e POLE 4 TO HAVE 2'x 2' x 4' OR 30" ROUND x 4' DEEP FOUNDATION. 4. ALL POLES, HEADS, AND HARDWARE (EXCEPT BACKPLATES) SHALL BE FURNISHED l'llTH WHITE POWDER COATING FINISH OVER GALVANIZED STEEL. SEE SPECIFICATIONS. .5 Lt.1M/N///AG 4~ .S/21-4U. ,e,; OA V/ r TY.Pc PED SP-1-CS SP-1-CS - SP-1-CS - SP-1-CS SCHEDULE PED PUSH BTN BIKE PUSH BTN PHASE ARROW PHASE ARROW 4 - - 6 .-4 6 - - - --6 . - - -- 4 2 . POLE LOC. REMARKS A B 12' 2.5' FUTURE 30' M.A. 12' 2.5' 12' 2.5' INSTALL GALV. STEEL M.A. PLATE COVER 12' 2.5' SPEC! Al POLE SEE DET All •s• AS SHOWN AS SHOWN * OFFSET LUM. M.A. 90' Bl o-A DLC ¢6 DETECTOR 3 3 3 ---3 A= DELAY 'i't 41 1 T l\ TOP MOUNT TERMINAL COMPARTMENT ECR -r; a>- \ 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. # 10 TOTAL CABLES 3 3 5 LU MIN AIRE -2 2 SIGNAL COMMON 1 1 1 TOTAL 1 3 3 I EVP CABLE I 1 I 1 1-12PR tf19 I.C. CONDUIT SIZE 2" I 3" 1 3• 1-¢2 230' TO CROSS WALK 50 MPH 2-¢2 --4 9 2 2 2 4 1 1 1 2 3 3 3 6 I 1 I 1 I , I 3 I I -I - 1 1 1 1 I 3" I 3-3" I D ffl DETECTOR LOOP LOCATIONS SHALL BE APPROVED BY THE ENGINEER IN THE FIELD PRIOR TO INSTALLATION. ALL DETECTOR UNITS SHALL BE RACK MOUNTED, DUAL CHANNEL, DUAL OUTPUT PER CHANNEL l'llTH INTEGRAL CALL HOLD (0-7 SECS) AND CALL DELAY (0-31 SECS) CAPABILITY EACH l'.lTH COLORGATED EXTENSION. DETECTORS SHALL DELAY ON RED IF SELECTED. ALL DETECTORS SHALL HAVE A SECONDARY PRESENCE OUTPUT 'MTHOUT TIMING FOR SYSTEM SAMPLING PURPOSES. INSTALL 2 1/2" C/ 3{/8 SERVICE AVOCADO AVE. EX. R61 EDISON TO INSTALL SERVICE FEED 6 ------------------------------'y-~ >--(' 2"C/1-12PR I.C. .c. INSTALL W41 /POST 400' FROM X-WALK GENERAL NOTES 2"C/2-DLC'S ALL WORK, MATERIAL, AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD P.LANS AND STANDARD SPECIFICATIONS DATED JULY, 1992, AND THE SPECIAL PROVISIONS FOR THIS PROJECT. OJ EXIST. CONDUIT LOCATION TO BE VERIFIED IN THE FIELD. CONSTRUCTION NOTES INSTALL 8-PHASE MUL TISONICS 820A CONTROLLER ASSEMBLY 7 CASE C IN A TYPE "P" CABINET WITH DETECTION AS SHOl'IN. VEHICLE COUNTING I n w I ol I 11:..0,> 1 I T7 I I I I I 1 I I • I I I I I I , : 1Jfi4 I I Ir-:-_ I , 5•+ I X -I ! l I '2.l¢4 I ! I I I lo I k1J'I I r ~ l I 30' I ,t--c ) >-:-" D ' ' ' 0 CD G) 0 0 © STRIPING AND SIGNING NOTES REMOVE CONFLICTING STRIPING AND PAVEMENT MARKINGS. INSTALL 12" WHITE THERMOPLASTIC CROSSWALK OR LIMIT LINE. INSTALL 4" DOUBLE YELLOW PER DETAIL 29. EXTEND LANELINE TO NEW CROSSWALK. REPLACE W17 "STOP AHEAD" l'.lTH W41 "SIGNAL AHEAD" ON FARALLON DR. REMOVE R1 "STOP" SIGN AT SIGNAL TURN ON. RELOCATE POST AND S.N.S. TO B.C.R. ON FARALLON DR. (j) INSTALL 50 L.F. 4" WHITE LANEUNE. ¢4 HEAD AT 17' 56' REMOVE SIDEW~K RAMP AND REPLACE (CURB AND GUTTER I I I I I 7 I.C. ---- PHASE . 2"C/2-DLC'S DIAGRAM DETAIL "B' TYPE 1-A 15' -- + SIDE MOUNT TERMINAL COMPARTMENT SEE STREET IMPROVEMENT PLANS FOR UTILITIES. THE CONTRACTOR IS REQUIRED TO ASCERTAIN THE EXACT LOCATION OF UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH F AGILITIES OR INTERFERE WITH THEIR SERVICE. SYSTEM, OPTICOM PHASE SELECTORS, AND MISCELLANEOUS AUXILLIARY EQUIPMENT. BICYCLE LOGIC SHALL ALSO BE USED. INSTALL TYPE II SERVICE PER CITY OF NEWPORT BEACH FUTURE STREET _} _} _} I I THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY COMPANIES A MINIMUM OF 48 HOURS PRIOR TO START OF CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALL PHASES OF CONSTRUCTION WITH THE VARIOUS UTILITY COMPANIES INVOLVED. THE ENGINEER SHALL APPROVIE THE EXACT LOCATION OF ALL PULL BOXES, CONDUITS, DETECTOR LOOPS, AND CONTROLLER IN THE FIELD. ALL PULLBOXES SHALL BE No. 5 UNLESS OTHERWISE NOTED ON THE PLAN. ALL LOOPS SHALL BE TYPE "E" OR 6'x 6' SPACED 10' APART. EXTEND 1' INTO CROSSWALK OR LIMIT LINE UNLESS NOTED OTHERWISE. ALL SALVAGED MATERIAL AND EQUIPMENT SHALL BECOME THE PROPERTY OF THE CONTRACTOR EXCEPT STREET LIGHTS. SALVAGED STREET LIGHTS SHALL BE DELIVERED TO THE CITY UTILITIES YARD. CALL {949) 644-3011 24 HOURS IN ADVANCE. ALL TRAFFIC LOOPS, SIGNING, PAVEMENT MARKERS AND STRIPING SHAUL BE COMPLETED PRIOR TO SIGNAL WRN ON. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 48 HOURS IN ADVANCE OF ELECTRICAL WORK AND PRIOR TO REQUIRED INSPECTIONS. WORK SHALL BE PERFORMED ACCORDING TO CITY OF NEWPORT BEACH DESIGN CRITERIA, STANDARD SPECIAL PROVISIONS, AND STANDARD DRAl'llNGS, 1994 EDITION. ALL SIGNAL HEADS TO BE METAL TYPE. PEDESTRIAN INDICATIONS SHALL BE TYPE "C". CITY MAINTENANCE DEPARTMENT SHALL TRIM TREES AS NEEDED PRIOR TO SIGNAL TURN ON. @] w [z] STD. 910-L AS SHOl'vN. INSTALL E.V.P. DETECTOR ON SIGNAL MAST ARM, USING PELCO ASTRO MINI-BRAC WITH REDUCER BUSHING 1.5" TO 0.75". INSTALL TELEPHONE DEMARCATION CABINET AND FOUNDATION PER STATE STD. ES-4E. THE CABINET SHALL CONTAIN 3/4" EXTERIOR GRADE PLYWOOD BACKBOARD AND A 48 PR. TERMINAL STRIP WITH A STAND OFF DEVICE. SWEEP CONDUIT INTO CABINET AND USE CABLE SLACK TO ACCESS TERMINAL BLOCK. REMOVE AND SALVAGE EXIST. STREET LIGHT AND REMOVE OR BREAK DOWN FOUNDATION TO 24" BELOW GRADE. SPLICE CONDUCTORS AND INSTALL #3 1/2 PULLBOX PER CITY STD. 205-L. CONST. SIDEWALK PER CITY STANDARDS. REPLACE ACCESS RAMPS 'MTH ADA APPROVED RAMPS, SEE SPECIFICATIONS FOR DETAILS. CITY OF' NEWPORT BEACH !Y4\~.!itJ THIS PLAN IS SIGNED BY TH£ CITY OF NEWPORT BE:ACH FOR CONCEPT AND ADH£R£NC£ TO CITY AND STAT£ STANDARDS AND R£QU1Rf:M£NTS ONLY. TH£ CITY IS Call: TOLL FREE 1-800 422-4133 TWO 'IKIRK!Na DA'IS BEfOR£ YOU DIG NOT R£SPONSI L£ FOR [)£SIGN ASSUMPTIONS AND /!CCURACY. APPROVED :[g~~~b;;J~ ~~ 5 4 (}() DATE APPROVED_-,,,~=-=;------,,-,::-- U11LmES DEPT. DATE • 991450AF ~----- PHASE 5 PHASE 2+5 PHASE 2+6 . PROTECTED LEFT TURN PERMISSIVE , LEFT TURN ¢5 DETECTION SHALL HOLD ¢2 GREEN FOLLOl'llNG TERMINATION OF [65 PROTECTED LEFT TURN. t ' PHASE 4 ~ WP A TRiAJFIC ENGINEERlN~ INC. 1---+---t------t---; TRAFFIC AND TRANSPORTATION L'IGINEERING DESIGNED JJS CHECKED 23421 SOUTH POINTE DR. sum 100 LAGUNA HILL'l, c>. 02553 (949)460-0110 t--+--+-------------t---Jb=,,,..-- RLM/JJS RCE 16826 ~ t9DATE DATE BY DESCRIPTION REVISIONS DRAWN RLM APP. DATE 4/27 /00 DETAIL 'A" \ a:: u (D POLE LOCATION DETAIL INST ALL W41 /POST 450' FROM X-WALK ------ ff~~ e/ - _;-t/~-~~ SCALI!: l" = 20' Traffic Signal Installation Avocado Ave. at Farallon Dr. CITY OF NEWPORT BEACH PUBLIC WORK DEPARTMENT T-5817-S SHEET 'i] OF 'i] 'O r > 2 I 0 ,. 0 ~ 2 I ~ " ~ ~ ~ ~ " 0 ' 'fi ' • < 0 z m " ,,. C :i ZJ I )\ V\ \X) ' 'J I z C s: ~ JJ §3 ~ z G) z C s: CD m JJ 0 JJ ~ z G) z C s: CD m JJ 0 JJ ~ z G1