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HomeMy WebLinkAboutT_5704_SPOLE STANDARD HPSV No. TYPE HEIGHT SIG.M.A. LUM.M.A. LUMINAIRE I.S.N.S. VEHICLE PED 0 XXII 35• g• 12' B' 250W MAT SV-1-T SP-1-T © PPB 4' PPB 4' PPB 4' XXII 35' g• 12' 250W SV-1-T SP-2-T 26-4-70 N 30' 45' 12· 250W N Westcliff N MAT,MAS SV-2-T SP-1-CS N N N N N N 0 30' 15' 12· 250W N Dover Dr. N MAS-4B SV-2-T N N N N ALL EQUIPMENT SHALL BE EXISTING EXCEPT WHERE NOTED: (N) -NEW • PER CALTRANS. SIGNAL STD. PLACEMENT DIMENSIONS & EQUIP. LOCATIONS STD. DWG. ES-3C •• LUMINAIRE ARM SHALL BE ROTATED 90" COUNTERCLOCKWISE. GENERAL NOTES: 1. ALL WORK, MATERIALS AND EQUIPMENT SHALL CONFORM TO TRAFFIC SIGNAL AND HIGHWAY SAFETY LIGHTING SYSTEMS PER CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS DATED JULY 1992, AS SHOWN HEREON AND IN SPECIAL PROVISIONS. 2. LOCATE ALL SUBSTRUCTLRES PRIOR TO CONSTRUCTION (AT CONTRACTOR'S EXPENSE). HAND DIG FOUNDATIONS UNTIL CLEAR OF OBSTRUCTIONS. COORDINATE POLE INSTALLATIONS WITH OVERHEAD UTILITY OR SUBSTRUCTLRE OWNERS. PHONE UNDERGROUND SERVICE ALERT AT (800) 422-4133 48 HOURS PRIOR TO CONSTRUCTION. SCHEDULE BIKE PUSH B1N PED PUSH BTN LOCA llON PHASE QUAD PHASE QUAD A * 8 • EXISTING 4 N 6 E EXISTING 6 E EXISTING 6 E EXISTING 6 E 3 s EXISTING 3 SN SEE 2.5' PLAN 2 SEE 2.5' PLAN PHASE-FUNCTION-SEQUENCE DIAGRAM NOT USED !1>1 OVERLAP ❖ :3 ! !1>2 REMARKS I I ,, I ,/ I I 10' I I I I I I 32' ! j I 'o. '~l ,~ IC, ,ti\ ,, I I f '>( ,,, I I I 32' 14' 13' 1 o· t v--r-EXIST J¼"C, 1 SIC TO IRVINE AVE. \ ~I~~ I ll~~ \ I 3. OBTAIN APPROVAL FROM THE ENGINEER FOR EXACT EQUIPMENT LOCATION PRIOR TO FINAL PLACEMENT. PERFORM PRELIMINARY STRIPING LAYOUT PRIOR TO LOOP DETECTOR LAYOUT. LOOP DETECTORS SHALL BE 6' X 6' OR CIRCULAR (6' IN DIAMETER) WITH 10' SPACING BETWEEN ADJACENT LOOPS IN THE SAME LANE, EXCEPT AS NOTED. CENTER LOOPS IN THE TRAVELED PORTION OF THE LANE, AND EXTEND LIMIT LINE LOOPS 2' INTO CROSSWALK OR LIMIT LINE, EXCEPT AS NOTED. 4. ALL VEHICLE INDICATIONS SHALL BE 12" GLASS LENSES. ¢5 !1>6 NOT USED ¢7 NOT USED ¢8 II ¾> ¾> / /l ,,,," irn11rn !, ;---\ -, \ IEXIST 1½"C, 1-SIC l I -"'\-" }- >,A I \ 5. PEDESTRIAN INDICATIONS SHALL BE TYPE "C". 6. REMOUNT EXISTING WARNING SIGNS AND GUIDE SIGNS. / 7. ALL MATERIAL AND EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. 8. POLE LOCATIONS SHOWN HEREIN ARE APPROXIMATE. PRECISE LOCATIONS SHALL BE ESTABLISHED IN THE FIELD AND VERIFIED BY THE ENGINEER. 9. (XXXX) INDICATES LOOP ASSIGNMENT IN THE CONTROLLER. EACH LOOP ASSIGNMENT SHALL HAVE A SEPARATE LEAD-IN CABLE TO THE CONTROLLER. 10. ALL SIGNAL EQUIPMENT SHALL BE WIRED IN ACCORDANCE WITH THE SIGNAL PHASE DIAGRAM AND DETECTOR SCHEDULE. 11. ALL WIRING SHALL BE MARKED (TAGGED) WITHIN THE CONTROLLER CABINET FOR PHASE IDENTIFICATION. 12. CONDUIT SHALL BE 2" UNLESS OTHERWISE SPECIFIED. 13. PULL BOXES SHALL BE SIZE No. 5 UNLESS OTHERWISE SPECIFIED. 14. ALL THREADED CONNECTIONS SHALL HAVE ANTI-SEIZE COMPOUND APPLIED. ------i --- -- ,' / / / / / ~ -, c__ 'c 1-------~. ----------- v_,J .. < , ' ' , > .. _ ..... ----------------------------------- J" - J" Q ~o 230• TO J_ LIMIT LINE 500' TO LIMIT LINE ----------------~--1~-~--~~;~~ ~ -?cl □: - ------------ ,._ 1-~ ~ EXIST 1¾"C, SIC TO 16TH ST. NEW 2"C, REROUTE SIC - INSTALL #5 PULLBOXES AT 200" MAX. SPACING - OJ III .... - ---j -CONSTRUCTION NOTES: IRS! CONTROLLER, CABINET & TYPE II SERVICE COMPLETE. (CITY TO SALVAGE 820 CONTROLLER AND MISC. CABINET HARDWARE). !Rel FOUNDATION & ALL ADJACENT PULLBOXES. I AB! CONDUITS FURNISH AND INSTALL AN JDC MULTISONICS 820A SYSTEM CONTROLLER ASSEMBLY COMPLETE WITH INTEGRAL COORDINATION TELEMETRY, TIME BASE COORDINATION, DETECTION AS SHOWN, BICYCLE TIMING CIRCUITRY, 2 MODEL 562 EMERGENCY VEHICLE PREEMPTION DISCRIMINATORS, MANUFACTURED BY 3M INC., TRAFFIC LOGGING SYSTEM, AND OTHER AUXILIARY EQUIPMENT IN A TYPE "P" CABINET (WIRED FOR 8 PHASE). CONTROLLER ASSEMBLY TO BE TURNED ON BY MANUFACTURER'S REPRESENTATIVE. SEE SPECIAL PROVISIONS. FURNISH AND INSTALL A NEW MODIFIED TYPE II SER~CE WITH 50 AMP BREAKER FOR SIGNAL, 30 AMP BREAKER FOR LUMINAIRE (UNMETERED), 15 AMP BREAKER FOR !SNS AND 15 AMP BREAKER SPARE PER CITY OF NEWPORT BEACH STD. PLAN NO. 911-L. IRSI TYPE I STANDARD, ALL SIGNAL EQUIPMENT. I RCI FOUNDATION & ADJACENT PULLBOX. I ABI CONDUIT >---" I I I I I I -, I r-T-, ! : : : ' . ' • 1 I I ' ! I I ' ' ' BC EXIST 1"C EXIST. SCE PB IT] IRCI FOUNDATION & ADJACENT PULLBOX. I AB I CONDUIT INSTALL M.A. SIGN AS SHOWN. SIGN MOUNTING PER CAL TRANS STD PLAN ES-6T, DETAIL "U". ill INSTALL 2¾" CONDUIT & PULLROPE TO SCE SERVICE. COORDINATE WITH JIM PALMA OF SCE AT (714) 895-0244 FOR RECONNECTION OF SERVICE. FURNISH AND INSTALL OPTICOM EMERGENCY VEHICLE 3M MODEL 522 DETECTORS AND MODEL 138 DETECTOR CABLE FROM DETECTOR TO THE CONTROLLER. DETECTOR MOUNTING PER DETAIL ON THIS SHEET. @D POLES @ AND (J) MUST BE INSTALLED AND OPERA TING PRIOR TO REMOVAL OF CURBS ALONG EAST SIDE OF DOVER DRIVE. SEE "SCHEDULING OF WORK" IN SPECIAL PROVISIONS. ■ DETECTOR SCHEDULE UNIT No. CHANNEL No. DETECTOR 1 1 1-115 2 2-9)5 2 1 1-¢2 2 2-112 3 1 3-11)2 2 1-!ll4 4 1 1-!ll6 2 2-9)6 5 Ill DE"IECTOR LOOP LOCATIONS SHALL BE APPROVED BY ENGINEER IN 1HE FIEID PRIOR TO INSTAUATION. ALL DE"/ECTOR UNllS SHALL BE RACK MOUNTED, DUAL CHANNEi. DUAL OU1PUT PER CHANNEL l\11H INTERGRAL CALI. HOW (0-7 SECS) AND CALL DELAY (0-31 SECS) CAPABILlY EACH l\11H COLCIRGATED EJITTNSION. DE"IECTORS SHAU. NOT EXTEND ON RED. DE1ECTORS SHALL DELAY ON RED IF SELECTED. ALL DETECTORS SHALL HA\1" A SECONDARY PRESENCE OU1PUT l\11HOUT TIMING FOR SYSlEM SALIPUNG PURPOSES. EVP DETECTOR MOUNTING DETAIL ......________ MODEL 522 OPTICAL DETECTOR I CONDUCTOR TABLE I I AWG.I CIRCUIT l&l&l&l&IAl&l&l&I #14 9l3P 113PPB ll6PPB ¢6BPB ISNS PPB COM SPARES 3 2 1 , , 1 1 3 TOTAL 2 11 SIG. COM 1 3 3 3 2 2 2 1 , 1 1 1 2 1 1 3 3 16 14 1 1 2 2 3 3 3 1 3 2 2 3 3 3 3 3 2 4 , 2 1 , 4 2 6 2 2 2#12 ,__~11)=5---<--+--+-~-~,........,,.....,.--'-"~---t---1 DLC 1-~¢=6----1--+--+--+-~f---"2"-1-~-i---;----i 6 2 TOTAL 1 2 8 !EVPCABLE I 1 ! I 2 I ! INTERCONNECT I I 1 , (R) I ! HR) I 2(R}I I CONDUIT SIZE !2"(Ell 3• I 3• h~"(Ej 3• ! 2-3"1 ALL CONDUITS & CONDUCTORS SHALL BE NEW EXCEPT WHERE NOTED: (E) -EXISTING; (R) -EXISTING TO BE REROUTED. t!QTI; -EXISTING INTERCONNECT MAY BE REUSED, HOWEVER CONDUCTORS MUST BE CONTINUOUS BETWEEN 16TH ST. AND WESTCLIFF AND FROM IRVINE A VE. TO DOVER DR. SPECIAL BOLT~ DRILL & TAP 5/8" HOLE IN MAST ARM Dover NOTE: SE:£ SECTION A-A 8 FOOTING DETAIL FOR TRAFFIC SIGNAL POLE ON SHEET NO. 5. DATE BY OESailPTION REVISIONS ~ MAST ARM ~STRAP/CLAMP Drive ---- -- -----/ ---- DETAIL "A" ALL LENSES SHALL BE 12' (NO SCALE) EER R.E. NO 2 204 !: DA TE J. •«,<>.• 21 /99 APP'D DESIGNED BKL DRA\11-1 SSL CHECKED BKL DAlE 11/4/96 I I ' ' ' ' \ .Jl-. R1 \ PLANS DESIGNED BY: ;tr:& 1?lif/v 17'"71 KA'IZ, OKITSU & ASSOCIATES ~ TRAFFIC AND HIGHWAY ENGINEERS 17852 E. SEVENTEENlH STREET #107 TUSTIN, CA 92780 (714) 573-0317 1RAFF1C SIGNAL MODIFlCATION PLAN WESTCUFF DRIVE & DOVER DRIVE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 6 OF 10 TR.-I5'0l2 C 3: " U• " 0 u u > C z ~ s z ;n n ,, C ~ D ~ z r' ~ ~ Se! C ~ 0 el ;iJ ~ i § ~ g u " ~ ~ u "" ~ ~ • .... ~ .... I"' - GJ z C $'. Ul m :n ls ... "' 0 <:, JJ "' "r-, ~ ~ < ,C. ";\ 0 "I z ..., C <:,7 "' rn m IJ ~ ......... ~ ,, z "Tl 0 I ;:o 0 z 0 r 0 < D :n " Q ;;;: m i,; Q ;:o C ~ en en F m ~ -i a <..,. a ~ l> ;:o z Q u < z ~ w N 0 C CX) ~ m " u + + ~ 7 "' CX) 0 ~ r C CX) CX) C (j " "' w a ~ ~ " "' m 2 ..... z m !" -I ~ 0 z m r Gl :n ,: C 7 ~ l ' J