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HomeMy WebLinkAboutT_5698_SCONDUCTOR TABLE RUNS AWG. CIRCUIT 3 6 112 3 3 3 3 6 113 3 3 3 04 3 3 3 3 05 3 3 3 3 3 3 3 6 06 3 3 #14 02P 2 2 2 2 2 03P 2 2 2 2 2 4 04P 2 2 2 4 ¢6P 2 2 2 2 02PPB 1 03PPB 1 1 1 2 04PPB 1 2 06PPB 1 02BPB 1 1 03BPB 1 1 1 04BPB 1 1 ~B~ 1 1 1 1 PPB COM 1 1 1 1 1 1 1 2 SPARES 3 3 3 3 3 3 3 6 TOTAL 13 20 22 30 11 17 20 57 SIG. COM 1 1 1 1 1 1 1 2 #10 l-'L=U~M;;.;IN'c'A"'IR""E-t-c:'2-+--;2,---1---'=2,-+~2:-,f--,,--+--=2-+-':2;-;-----=4-t TOTAL 3 3 3 3 1 3 3 6 01 1111 n 5 5 03 3 3 3 3 ¢4 4 4 2#12 >---¢5 ____ +-----1---+--+-~-+-~,-....,,.......~;-, DLC f--~06~--t--+-----t-,-+--+-~3'--+~3-+~3----t~-t TOTAL D 3 3 9 4 4 8 17 ! OP11COM CABLE 1 1 3 1 ! INTERCONNECT 1 1 1 I 2• I I CONDUIT SIZE 3• I 3• I 3• ■ DETECTOR SCHEDULE UNIT No. CHANNEL No. DETECTOR 1 2 1-112 2 1 2-¢2 2 3-02 (2 3 1 4-02 2 5-02 4 1 1-1)4 (4) 2 2-¢4 5 1 3-1)4 2 4-04 1 1-111 6 2 1-116 7 2-06 6 2 3-06 1-03 8 8 2 2-03 9 1 3-03 2 10 11 ■ DffiCTDR LOOP LOCATIONS SHALL BE APPROVED BY ENGINEER IN THE RELO PRIOR TO INSTAl..lATION. All. DffiCTOR UNITS SHALL BE RACK MOUNTED, DUAL CHANNEL, DUAL OUTPUT PER CHANNEL I\HH INTERGRAL CALL HOLD (0--7 SECS) AND CALL DELAY (0-31 SECS) CAPABILTY EACH WITH COLORGAlED EXlENSION. DffiCTORS SHALL NOT EX!END ON RED. DffiCTORS SHALL DELAY ON RED IF SELECTED. ALL DETECTORS SHALL HAVE A SECONDARY PRESENCE OUTPUT \\HHOUT TIMING FOR SYSTEM SAMPLING PURPOSES. (#) SYSTEM SAMPLER NUMBER • 1 NEW, 1 EXIS11NG TO BE REROUTED TO CONTROLLER ~C ONLY IN 1-3"C DJ 2.5"C EDISON SVC APPROX. 330' to SVC CONSTRUCTION NOTES: ~ ~ lil.ltr LI -------------NE: r-...,. ' ' >.. ' ,-< , ' , ------ INSTALL MUL 11SONICS 820A SYSTEM CONTROLLER ASSEMBLY COMPLETE WITH INTEGRAL COORDINA 110N TELEMERY AND 11ME BASE ------ ----- 0 ~ ------ 2 1/2"C, SIC ----- 2"C, 2 DLC IN SIDEWALK PHASE-FUNCTION-SEQUENCE DIAGRAM ¢1 ( <l-- --(> </J2 "CUBE" BLOCKHOUSE 2 1/2"C, SI "'7 200' MAX Santa Cruz Drive ------- 5 4 3 3•c R26 pO </J8 ' © \ I 04 ----iil-2 \G----; DETAIL A: , I I ' ' ' ' ' / ~Jj;; 12•' ~ :..---:;;:::--r 12 ' ' 12· lt--t--------l ' ' I 56' ,_ - -_1/'¢4 DETAIL A 12 6 il4 --------1 ---------- ------ ------' ----:-w ----------·- 05 PV 16+95 !t_: -+--~-s ---·----------- EVP ¢6 111 PV COORDINA110N. FURNISH AND INSTALL DETECTION AS SHOWN, BICYCLE TIMING CIRCUITRY, AND OTHER AUXILIARY EQUIPMENT IN A TYPE "p" EVP DETECTOR MOUNTING DETAIL [TI ~ [ill [ill CABINET (WIRED FOR 8 PHASE). INSTALIL MODIFIED TYPE II SERVICE ON SIDE OF CABINET. INSTALL 2 1 /2" CONDUIT AND PULILROPE TO SERVICE POINT. COORDINA11E WITH CHRIS CARTWRIGHT AT SCE AT (714) 895-0244. EXISTING LIGHT STANDARD TO BE REMOVED AND SALVAGED BY CONTRACTOR. COORDINA11E BY CAWNG (714) 729-1462, KELIL Y NIGER OF PM REAL TY GROUP. CUT OFF FEED TO POLE. REMOVE CONDUIT AND RESPLICE CIRCUIT FEEDS AS PER CITY STD-205-L. BREAK DOWN BASE AND BOLTS TO 12" MIN. BELOW EXIST GRADE. FILIL AND PATCH SIDEWALK PER CITY STD.-180-L. INSTALL 12" WHl11E THERMOPLASTIC X-WALK. REMOVE OR EX11END LANE LINES TO X-WALK LINE. INSTALIL 2 1/2"C TO #5 PULILBOX ON SE CORNER SANTA CRUZ AND SAN JOAQUIN HILLS RD. INSTALIL 6PR #19 SHIELDED INTERCONNECT CABLE (REA PE-19) TO CONTROLLER AT SAN JOAQUIN HILLS ROAD AND SANTA CRUZ DRIVE (APPROX. 750' (1_ TO ~-N011E: CONTROLLER IS LOCA11ED INSIDE BLOCKHOUSE 30'± BEHIND RIGHT-OF-WAY ON SOUTHEAST CORNER. INSTALLATION OF IN11ERCONNECT TO 11ERMINAL BLOCK INSIDE CONTROLLER CABINET TO BE PROVIDED BY CONTRACTOR. EXISTING IRRIGATION AND UTILITIES SHALL BE PR011EC11ED OR REPLACED WITHIN 24-HOURS OF DISRUP110N. CONTACT P.M. REALTY GROUP, 48-HOURS PRIOR TO STAR11NG CONSTRUC110N AT (714) 729-1467. RELOCA 1lE R26 SIGN TO SIGNAL POLE. PROPOSED TRAFFIC SIGNAL MAINTENANCE EASEMENT. REMOVE R1 SIGN, STOP MESSAGES, AND STOP BAR. FURNISH AND INSTALIL OPTICOM EMERGENCY VEHICLE 3M MODEL 722 DE11ECTOR AND 3M MODEL SPECIAL BOLT~ 0 138 CABLE FROM DE11ECTOR TO THE CONTROLLER. DETECTOR MOUN11NG PER DETAIL ON THIS SHEET. --------MODEL 722 OPTICAL DETECTOR 5 DRILL & TAP 5/8" HOLE IN MAST ARM ~MAST ARM --......____ STRAP /CLAMP 12. ' 3 9 4 5 13' 12.5' 25 5' 38' 1-04 12.5' 2 .5' 13' 12. ' 38' POLE SCHEDULE 1--,----,---S_TA_N_D_ARrD __ --.-------I LUMINAIRE S.N.s.• LEGEND BIKE PUSH BTN PED PUSH BTN LOCA110N No. TYPE HEIGHT SIG.M.A. LUM.M.A. (HPS) VEHICLE PED PHASE QUAD PHASE QUAD A * B * 0 19-4-70 30' 30' 15' ** 250W San Clemente 2-MAS -SV-1-SP-1-CS © 1A 10' TV-1-T SP-1-CS © 19-2-70 30' 25' 12' •• 250W Santo Cruz MAS SV-1-T SP-1-CS ® 1A 10' TV-1-T SP-1-CS © 26-4-70 30' 40' 15' ** 250W Center Drive 2-MAS SV-1-T SP-1-CS ® 1A 10· TV-1-T SP-1-CS 26-3-70 30' 40' 15' •• 250W Santo Cruz MAS SV-1-T SP-1-CS 1A 10' TV-1-T SP-1-CS • PER CALTRANS. SIGNAL STD. PLACEMENT DIMENSIONS & EQUIP. LOCATIONS STD. DWG. ES-3C •• LUMINAIRE MAST ARM SHALIL BE SHORT RADIUS DAVIT TYPE. ••• WITH TYPE IV PEC. • SUPER-HIGH INTENSITY REFLECTIVE SHEE11NG. ALL VISIBLE METAL SURFACES IN POLES, ARMS, SIGNALS AND MOUNTINGS SHALL BE PAIN11ED WHITE, EXCEPT THE FRONT OF BACKPLATES AND THE INSIDE OF VISORS. SEE SPECIFICATIONS. 4 6 3 2 Santa \ 2"C, 3 DLC \ -:::.. ----- R26 o~ 2"C, 3 DLC 3 9 4 5 02 MOUNT AT 17' --- 4 N 6 6 E 3 3 s 2 2 w 4 N 10' 2.5' !131,41 E 10' 2.5' E 10' 2.5' s 11' 2.5' s 10' 2.5' w 10' 2.5' w SEE PLAN 2.5' ~ N 13' 2.5' EXIST 3' SIDEWALK EASEMENT\ ..---- -------= EXIST 1 1 /2"C w /6pr #19 SIC TO NEWPORT CEN11ER DR. GENERAL NOTES: 1. 2. TRAFFIC SIGNAL AND HIGHWAY SAFETY LIGHTING SYS11EMS PER CAL TRANS STANDARD PLANS AND STANDARD SPECIFICATIONS DA TED JULY 1992, AS SHOWN HEREON AND IN SPECIAL PROVISIONS. LOCA11E ALL SUBSTRUCTURES PRIOR TO CONSTRUCTION. HAND DIG FOUNDATIONS UN11L CLEAR OF OBSTRUC110NS. COORDINATE POLE INSTALILATIONS WITH OVERHEAD U11LITY OR SUBSTRUCTURE OWNERS. PHONE UNDERGROUND SERVICE ALERT AT (800) 422-4133, 48 HOURS PRIOR TO CONSTRUCTION. 0 0 REMARKS 3. OBTAIN APPROVAL FROM THE ENGINEER FOR EXACT EQUIPMENT LOCA110N 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 LOOP IN THE SAME LANE, 12" R 12" Y 12" G 12" GA 0 l SIMULTANEOUS €J 5 GREEN PLANS DESIGNED BY, 5. 6. 7. 8. EXCEPT AS N011ED. CENTER LOOPS IN THE TRAVELED PORTION OF THE LANE, AND EX11END LIMIT LINE LOOPS 2' INTO CROSSWALK OR LIMIT LINE, EXCEPT AS NOTED. ALL VEHICLE INDICA1lONS SHALL BE 12" PEDESTRIAN INDICATIONS SHALIL BE TYPE "C" CONTRACTOR TO FURNISH AND INSTALL: MUL 11SONICS 820A CONTROLLER, INCLUDING TELEMETRY, MODEM, AND TIME BASE COORDINATION, AND CABINET. SEE SPECS. ALIL SIGNAL HEADS SHALIL BE METAL TYPE. DETAIL A 9/k't ;l_kf., /.L1. APPROVED TRAFFIC SIGNAL PLAN r/2{gDA¼°lg f---+--+-----------+-----1 ~------Santa Cruz Drive TRAFFIC ENGINEER a t [7'71 KATZ, OKITSU & ASSOCIATES R.E. No •• ___ San Clemente Drive ~ TRAFFIC AND HIGHWAY ENGINEERS ~ _ _j_ _ _..i... ____________ --i __ _jcD~A~TE:..=========--1----~~-=-__.:::::.=..:::=.=..:::=~:.._,::::::_=--:::...:....:::_ __ -J 17852 E. SEVENTEENTH STREET #102 DATE BY DESCRIPTION APP'D DESIGNED TUSTIN, CA 9278D (714) 573-D317 FAX: (714) 573-9534 REVISIONS CHECKED DRAWN DATE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARlMENT T-5698-S SHm 1 OF 1 z C s CD m II 0 II ~ z [j) z C s ~ II 0 II ~ z [j)