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HomeMy WebLinkAboutT_5685_S[}] <D [}] m m ~ ~ ---0 IT!] -0 @] ,., L = ~ " n m SC -~ r-r, C, ~ ~ Ll ro z POLE SCHEDULE STANDARD HPSV** • BIKE PUSH BTN PED PUSH BTN LOCATION No. TYPE HEIGHT SIG.M.A. LUM.M.A. LUMINAIRE I.S.N.S. VEHICLE PED PHASE QUAD PHASE QUAD A• B • REMARKS 0 19-3-70 30' 25' 15' 250W Cliff Dr MAS SV-1-T SP-1-CS ------4 N 10' 2.5' @] ® 1A 10' --- ---(FUTURE) SP-1-CS 4 N 6 E 10' 2.5' INSTALL GALV STEEL CAP AT ---------TOP OF POLE © 19-3-70 30' (FUTURE) 12' 250W ---6 E 25' 2.5' 30' --------------- ® 1A 10' ---------------TV-2-T SP-1-CS 6 E ------5' 2.5' © 29-5-70 30' 50' 15' 250W Cliff Dr 2-MAS SEE 8' SV-2-TA ---------------PLAN 0 19-3-70 30' 25' 12' 250W Dover Dr MAS SV-3-TA SEE 8' @] SP-1-CS ------4 N PLAN © ® ALL EQUIPMENT SHALL BE NEW, AND SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR, UNLESS OTHERWISE SHOWN. • PER CALTRANS. SIGNAL STD. PLACEMENT DIMENSIONS & EQUIP. LOCATIONS STD. DWG. ES-3C •• WITH TYPE IV PEC. • SUPER-HIGH INTENSITY REFLECTIVE SHEETING. Dover Drive SL EX. SIDEWALK ----SL----"i::>------------------,. 0-C,-A--------9~W-41 200' TO CROSSWALK "' N CONSTRUCTION NOTES: IQ] EX. SIDEWALK INSTALL CITY FURNISHED MULTISONICS 820A SYSTEM CONTROLLER ASSEMBLY COMPLETE WITH INTEGRAL COORDINATION TEUEMETRY & TIME BASE COORDINATION, EMERGENCY VEHICLE PREEMPTION 'MTH 2 MODEL 562 EVP DISCRIMINATORS, MANUFACTURED BY 3M INC., TRAFFIC LOGGING SYSTEM, DETECTION AS SHOWN, BICYCLE TIMING CIRCUITRY, CONFLICT MONITOR, LOAD svnTCHES, AND OTHER AUXILIARY EQUIPMENT IN A TYPE "p' CABINET ('MRED FOR 8 PHASE). FURNISH AND INSTALL A NEW MODIFIED TYPE II SERVICE WITH 50 AMP BREAKER FOR SIGNAL, 30 AMP BREAKER FOR LUMINAIRE (UNMETERED), 15 AMP BREAKER FOR ISNS AND 15 AMP BREAKER SPARE PER CITY OF NEWPORT BEACH STD. PLAN NO. 911-L. INSTALL 2 1 /2' CONDUIT AND PULLROPE TO SCE SERVICE. COORDINATE 'MTH JIM PALMA OF SCE AT (714) 895-0244. EXISTING ELECTROLIER TO BE REMOVED, SALVAGED AND DELIVERED TO CITY ELECTRICIANS. COORDINATE BY CALLING (714) 644-3011, 48 HOURS IN ADVANCE. SPLICE CONDUCTORS AS PER CITY OF NEWPORT BEACH STD. PLAN NO. 205-L. REMOVE FOUNDATION, RESTORE SIDEWALK. REMOVE R1 SIGN, AND "STOP" PAVEMENT LEGEND. INSTALL 12" WHITE THERMOPLASTIC X-WALK OR LIMIT LINE. REMOVE OR EXTEND LANE LINES TO X-WALK LINE. PROVIDE AND INSTALL 2'C VIA 'TRENCHING IN PAVEMENT METHOD" WITH #5 PULLBOXES AT MAX 200' SPACING TO ADVANCE DETECTOR PULLBOX. INSTALL 6-PAIR //IS SHIELDED INTERCONNECT CABLE TO THE CONTROLLER AT 16TH STREET AND DOVER DRIVE (APPROX. 1300' <t. TO <t.). INSTALL INTERCONNECT INTO TERMINAL BLOCK (ALSO INSTALLED BY CONTRACTOR) INSIDE CONTROLLER CABINET. RELOCATE SIGNS. INSTALL NEW SIGN POST. PROVIDE AND INSTALL MAST-ARM SIGN AS SHOWN. SIGN MOUNTING PER CALTRANS STD. PLAN ES-6T, DETAIL "U". REMOVE MEDIAN NOSE AND SIGN POST. CONSTRUCT NEW MEDIAN NOSE. RESURFACE PAVEMENT WITH FULL DEPTH A.C. INSTALL 5'X50' DETECTOR LOOP. REMOVE CONFLICTING STRIPING BY WET-SANDBLASTING. FURNISH AND INSTALL OPTICOM EMERGENCY VEHICLE 3M MODEL 522 DETECTORS AND MODEL 138 DETECTOR CABLE FOR INDICATED PHASES FROM SIGNAL HEAD TO THE CONTROLLER. DETECTOR MOUNTING PER DETAIL ON THIS SHEET. INSTALL SIDEWALK PER CITY OF NEWPORT BEACH STD. PLAN NO. 180-L. INSTALL NEW SIGN (AND POST, IF NECESSARY) AS SHOWN. --sL-- 1. 2. 3. 4. 5. 25' GENERAL NOTES: 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. LOCATE ALL SUBSTRUCTURES PRIOR TO CONSTRUCTION (AT CONTRACTOR'S EXPENSE). HAND DIG FOUNDATIONS UNTIL CLEAR OF OBSTRUCTIONS. COORDINATE POLE INSTALLATIONS WITH OVERHEAD UTILITY OR SUBSTRUCTURE OWNERS. PHONE UNDERGROUND SERVICE ALERT AT (800) 642-2444, 48 HOURS PRIOR TO CONSTRUCTION. 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. ALL VEHICLE INDICATIONS SHALL BE 12" 'MTH GLASS LENSES AND REFUECTORS. PEDESTRIAN INDICATIONS SHALL BE TYPE •c•. / //~R=35' / 59' © 0 0 0 ~ DETAIL "A" NOT TO SCALE I 50' R y G GA I SL I CONDUCTOR TABUE I I AWG.I CIRCUIT l&l&l&l&IJil&l&l&I ¢2 3 3 3 3 ¢4 3 3 3 3 3 3 3 3 3 3 3 3 6 04P 2 2 2 2 4 2 2 2 4 114PPB 1 1 2 #14 06PPB 2 ¢4BPB 1 ¢6BPB 1 1 ISNS 2 2 2 2 2 2 PPB COM 1 1 1 1 1 2 SPARES 3 3 3 3 3 6 TOTAL 18 21 24 12 16 39 SIG. COM 1 1 1 1 1 2 #10 LUMINAIRE 2 2 2 2 2 2 TOTAL 3 3 3 3 3 4 ¢2 3 3 3 3 ¢4 2 2 05 ¢6 2 3 #12 -~--~-+-~-+-~+---1---+-;'--l---+---I DLC -~---+--+-~-+-~+---1---+~-+--+---1 TOTAL 4 6 I EVP CABLE 1 I I ! INTERCONNECT I 1 I I CONDUIT SIZE 3" I 3'' I 7 1 I 1 I 3" 1 2 I I 2·· 1 2 9 2 3 1 1 1 1 3• 12-3"! ALL CONDUITS AND CONDUCTORS SHALL BE NEW - 2-1/2"C, 1-SIC, 2-DLC. ...... --- EVP DETECTOR MOUNTING DETAIL SPECIAL BOLT~ -------------MODEL 522 OPTICAL DETECTOR DRILL & TAP 5/8" HOLE IN MAST ARM ------ ■ DETECTOR SCHEDULE UNIT No. CHANNEL No. DEllECTOR 1 1 1 1 ¢2 (2) 2 2 2-¢2 2 1 2 3-¢2 3 1 6 1-04 (4) 2 7 2-¢4 4 1 3 1-¢6 (6) 2 4 2-¢6 5 1 3-06 2 5 1-¢5 (5) 6 7 8 9 10 11 U DElECTOR LOOP LOCATIONS SHALL BE APPROVED BY ENGINEER IN lHE FIELD PRIOR TO INSTALLATION. ALL DETECTOR UNITS SHALL BE RACK MOUNTED, DUAL CHANNEL, DUAL OUTIPUT PER CHANNEL 1111H INTIERGRAL CALL HOLD (0-7 SECS) AND CALL DELAY (0-31 SECS) CAPABILTY EACH l\1iH COLORGATIED EXTENSION. DETIECTORS SHALL NOT EXTEND ON RED. DETIECTORS SHALL OELAY ON RED IF SElECTIED. ALL DmCTORS SHALL HAVE A SECONOARY PRESENCE OUTPUT l\liHOUT TIMING FOR S'l'.STEM SAMPLING PURPOSES. (#) SYSTEM SAMPLER NUMBER I]] lRAFflC LOGGING S'l'.STEM CHANNEL NUMBER PHASE-FUNCTION-SEQUENCE DIAGRAM NOT NOT J~ USED USED ¢1 ¢2 ¢3 ¢4 <J----c- _/ NOT NOT USED USED ¢5 ¢6 ¢7 ¢8 --- PLANfi~E~;NE.D/s; tilu l!:f!..._C[l,, /'-1tfu -1)0);,,4> RCE #29493 RTE #1139 ~o'ATE ~ KA'rl, OKITSU & ASSOCIATES ~ TRAFFIC AND HIGHWAY ENGINEERS 17852 E. SEVENTEENTH STIREET #107 TIJSTIN, CA 92680 ~MAST ARM ..._________ STRAP /CLAMP C-2808 (714) 573-0317 DWG NAME/NUMBER: NBCI.DOTI.OWG APPROVED filitctJAJl)f ~~ TRFFICENGrt-JEER R.E. NO . .221)4 5 DATE 2 9 DATE BY DESCRIPTION APP'D DESIGNED DRAWN REVISIONS CHECKED DATE TRAFFIC SIGNAL PLAN CLIFF DRIVE & DOVER DRIVE CITY OF NEWPORT BEACH T-5685-S PUBLIC WORKS DEPARlMENT SHEET 1 OF 2 ...... ;] \,• z: 0 r D n 0 TI 5 " " 5 z ~ pi n > r ~ f} TI 2 .. r z C < m m :IJ 0 :IJ ~ L 0 z C < OJ m ::0 I I ' I I 1. 2. 3. ,a 4. m en -5. u, ro 0 0 -0 '-0 "" 'O m "" --CD --C, 0 rn z No. TYPE 0 XXIV ® 1A 0 0 (j) XXIV 1A XXIV 1A BPB POST XXIV PPB POsT(R) POLE STANDARD HPSV HEIGHT SIG.M.A. LUM.M.A. LUMINAIRE I.S.N.S. 28.5' 20' 15' 250W Dover ,a· 30' 35' 15' 250W Sixteenth 10' 28.5' 20' 15' 250W Dover 10' 4' 7" 30' 35' 15' 250W SIXTEENTH SCHEDULE BIKE PUSH BTN PED PUSH BTN LOCATION VEHICLE PED PHASE QUAD PHASE QUAD A * B * MAS SV-1-T SP-1-CS 2 w EXISTING TV-1 SP-1-CS 2 w 4 N EXISTING MAT/MAS SV-1-T SP-1-CS 4 N EXISTING TV-1 SP-1-CS 4 N 6 E EXISTING MAS SV-1-T SP-1-CS 6 E EXISTING TV-1 SP-1-CS 8 s EXISTING 6 E EXISTING MAT/MAS SV-1-T SP-1-CS EXISTING R 8 s 13' 2.5' @) 1A (R) 10' TV-1 R sP-1-cJRl s s R 2 w R 15' 2.5' ALL EQUIPMENT SHALL BE EXISTING EXCEPT WHEN NOTED: (R) -RELOCATED • PER CALTRANS. SIGNAL STD. PLACEMENT DIMENSIONS & EQUIP. LOCATIONS STD. DWG. ES-3C REMARKS 0 Dover Drive 3"C CF.---...... 0 N m f--. ·-·--·· ·--- --. - N ------- NEW 2"C, 6PR# 19 SIC TO CLIFF DRIVE ---'=-EXIST. 1"C, REMOVE 1-DLC INSTALL 1-SIC & 1-DLC GENERAL NOTES: 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. LOCATE ALL SUBSTRUCTURES PRIOR TO CONSTRUCTION (AT CONTRACTOR'S EXPENSE). HAND DIG FOUNDATIONS UNTIL CLEAR OF OBSTRUCTIONS. COORDINATE POLE INSTALLATIONS WITH OVERHEAD UTILITY OR SUBSTRUCTURE OWNERS. PHONE UNDERGROUND SERVICE ALERT AT (800) 642-2444, 48 HOURS PRIOR TO CONSTRUCTION. 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. ALL NEW VEHICLE INDICATIONS SHALL BE 12• GLASS LENSES. NEW PEDESTRIAN INDICATIONS SHALL BE TYPE "c". *m INSTALL NEW 3", 4" AND 11/4" CONDUIT WITH PULL ROPE ( for future parking lot lighting ) . INSTALL 3 #2 SERVICE FROM TRANSFORMER VAULT TO THE RELOCATED TYPE II SERVICE CABINET. COORDINATE RECONNECTION OF SERVICE WITH EDISON COMPANY. IT] [I] CONSTRUCTION NOTES: RELOCATE EXISTING MULTISONICS 820 SYSTEM CONTROLLER, TYPE •p• CABINET & MODIFIED TYPE II SERVICE COMPLETE TO LOCATION AS SHOWN. ADD 1 NEW SENSOR UNIT. INSTALL 2 MODEL 562 EMERGENCY VEHICLE PREEMPTION DISCRIMINATORS MANUFACTURED BY 3M INC .• CITY FURNISHED. I RC I ADJACENT #6 & EDISON PULLBOXES IABI CONDUITS ~ ffif] ~ PPB POST & PPB TO LOCATION FOUNDATION 1" CONDUIT NOT IN CONTRACT / ~ ffif] TYPE 1A STD & ALL TS EQUIPMENT TO LOCATION@ FOUNDATION ~ 2" CONDUIT IT] REPLACE EXISTING PULLBOX WITH A NEW #6 PULLBOX. [}] EXISTING l¼"C, REMOVE EXISTING 2-DLC & INSTALL 3-DLC. ~ INSTALL NEW 3" CONDUl'H'll'rtti'l:JttROPE (FDR FttftJRt:~NGJ; ~...,A""ND-RERettfE EXISTIN~MER\IICE FROM EDISON SER\/ICE POLE -tf'f>-#h30fffll9E) 'fO Tl IE-REl::0ekfE0-Pr'PE-il-SERV!CE-BABINEf:-€00RE)JNA'fE- IT] -REOONNE€'110N-OF SERV/CE-Wlf!t-ffll50N-eel1WP.NY:- FURNISH AND INSTALL OPTICOM EMERGENCY VEHICLE 3M MODEL 522 DETECTORS AND MODEL 138 DETECTOR CABLE FROM SIGNAL HEAD TO THE CONTROLLER. DETECTOR MOUNTING PER DETAIL ON THIS SHEET. SPLICE NEW DLC W/ EXISTING LOOP WIRES IN PULLBOX. / --1-.) Cl.) ~ --1-.) V) I j r QJ ' ' I 0-._ I I I I I 10' 22' O' --,._,_+---- B' 12' // I I I I ' // L ·IJ··[Q] I ID co "" "" I I N II n II' II II' II ~ I.I 'I ii II 11 !! ii 11 II II II 29' II II 20 / ' ' ' ' 1,( lef. ' ' ,., / ( , ' ' ' ,., 29' ,,/; 11 DETECTOR SCHEDULE I CONDUCTOR TABLE I 10' UNIT No. CHANNEL No. DETECTOR I AWG. I CIRCUIT l&l&l&l&l&l&l&l&I , , 1-lil2 2 2-¢2 ¢1 3 3 3 3 3 6 6 2 , 1-¢6 2 2-¢6 ¢2 3 3 3 ¢4 3 3 3 3 ¢5 3 3 3 6 6 __,__---1AB rn·c 3 1 1-lil1 2 1-¢5 116 3 3 3 3 3 / ' ,<" ' ' ~/ ' a ' ' ' !. 'r- Z' ) /' ,,. ' ' ' ' ' ' ' ' I/~ )' ' ' ~ ' ' ' l7' EXISTING EDISON CO. • SERVICE POINT ~ pp #130R709E ~,z,O' CB f11 ~ ,Z PAO, FOR SURFACE MOUNTED TRANSFORMER ASSDCIJiTEO COHCRETE !'ROOUCJS. It-IC ,:,01 W. MAC AFITHLIR BLVD. SANTA MIA. CM.IFOANIA ~70. DWG.HO.S-1.4•4-M 4'X4½' 25-100kVA 1~ SECONDARY AND SERVKE CAtlLES MUST BE INSTA.LH:D IN SHADED AREA DAOOKSPAOOUCTS,IHC. ' .c.osurru:.JOl-flST. BARE / 8Al0Wlfl PAAK, CALIFORNIA a,roe GROUND . DWG.NO. 1510TNED1 Sd' WIRE / IOO!iOHEMI..OCl(AVE. ! FONTANA,CALIFORNIA92~ , OWG. NO. E0-4M4-o&P f _ UNISTRUT 12 M!I).} UTILITYVAlJLTCO. L . PRIMARY SEC.I CiRD. ROD_:_::, --&':._-::-·!,,I =,"-',l!i.lai=.j-~ GRD ROO TRANSFORMER DOOR SIDE-~ • -'"""-I 7 , ,, .. ...._ .. -25"'--·" ---l-,11" SIDE OR l!ACK OF PAD >-----48"' 11' ClEARANCE IS TO BE MINIMUM J' FROM fiEQUJREO IN FRONT ADJACENT BUILDING OF TRANSFORMER SURFACE. MAY BE 2' IF Pl.A.N FOR OPl".AATION. BUILDING SUR~AC_E IS NONCOMBUSTlBLE. FLOOR OF TRENCH ~,~, ''I/,,,.-,:;, r"l,;;.. ' "Sle" )( 8' COl'f'ERCLAO STEEL GROUND ROD 2 REQUIRED •GROUNDING MATERIALS FURNISHED AND INSTALLED BY CONTRACTOR. UCI MIN. O.C. GROUND WIRE St:CUR[ TO RODS WITH BURHOV "GAR" TYPE GROUJffl CLAMPS REF. ESR-25-41 US-170 RI.SER BEHOS UGS-SOOI PAOMOUHT REO UGS-504 ' 4 , 1-914 2 2-¢4 5 1 1-¢8 2 2-1!18 1 3-1158 6 II DETECTOR LOOP LOCATIONS SIJAU. 8£ APPRO-.rn BY ENGINEER IN lHE FlElD PRIOR, TO INSTALLATION. AU. DETECTOR UNl1S SIJAU. BE RAt;K MOUNTED, DUAL CHAIINEI., DUAL OIJlPUT PER CHANNEL m1H INlIRGRAL CALL HO!D (0--7 SECS) AND CAll,DEIAY (0--31 SECS) CAPABILTY EACH mTH COLORGATED'EX!Ell!.ON. DETECTORS SHALL NOT EX!EllD ON RED .. DETECTORS SHALL DELAY ON RED IF SEI..ECTED. AU. DETECTORS SHALL HAVE A SECONDARY PRESENCE OIJlPUT V,111-IOIJT TIMING FOR SYSTEM SAMPLING PURPOSES. PHASE-FUNCTION-SEQUENCE DIAGRAM / NOT 1 l USED <r---t> 911 ¢2 9)3 ¢4 <l----c,- __/ NOT USED 915 ¢6 ¢7 ¢8 UGS-701} GROUND RODS © 2 0 l4-IO•-" NEW '1" EXIST 1½"C, 1-DLC ¢8 3 3 3 3 3 ll2P 2 2 2 2 /114 ¢4P 2 2 2 2 2 4 4 ll6P 2 2 2 2 2 ¢BP 2 2 2 4 4 ¢2PPB 1 1 1 1 , 1 1 1 1 2 2 , 1 , 1 1 1 , , 2 2 ¢28P8 1 1 1 1 !14BPB 1 1 , 1 1 1 1 1 1 ¢8BPB , 1 , ISNS 2 2 2 2 2 2 2 PPB COM , 1 1 1 1 1 2 2 SPARES 3 3 3 3 3 6 6 TOTAL 22 28 2 29 19 29 56 56 SIG. COM , 1 1 1 1 2 2 #10 LUMINAIRE 2 2 2 2 2 2 2 TOTAL 3 3 3 3 3 4 4 111 -1 E 1 E ¢2 2 2 2/112 ¢4 ¢5 DLC ¢6 ¢8 3 r: TOTAL 2 2 3 5 3 6 11 I EVP CABLE -I -I -I -I 1 2 2 2 I I INTERCONNECT 1 1 l1+1(R!I I CONDUIT SIZE I 2· I 3· I 1½"1 3· I 2· l2-3"l2-r(Nll2-r(Nll ALL CONDUITS SHALL BE EXISTING EXCEPT WHERE NOTED: (N) -NEW. ALL CONDUCTORS SHALL BE NEW EXCEPT WHERE NOTED: (E) -EXISTING; (R)-EXISTING TO BE REROUTED. ---------E---------~==-tc-~ ' ~• ~ ~ -------[--=-=-=----------· ----~---(I' ----------------__ 7 _~-~-~--+,'---__ co __ '~.,~ VJ"< > I I ' I \ OJ _, r >----"' 'i:o EVP DETECTOR MOUNTING DETAIL _3 II C.. SPECIAL BOLT~ INSTALL PAD FOR SURFACE MOUNTED TRANSFORMER. SEE DETAIL ABOVE -----------MODEL 522 OPTICAL DETECTOR DRILL & TAP 5/8" HOLE IN MAST ARM ~ MAST ARM ,._______ STRAP /CLAMP ' ' ' ' t,,. ___ ~ 240' TO:: : srR : I ' (0 '--' I ~---J Q ----, I '>----~ ..-' ' ' ' ' ' ~---~ PLANS DESIGNED BY: ;Zt.u){~ 0 [7"71 KA'I'Z, OKITSU & ASSOCIATES ~ TRAFFIC AND HIGHWAY ENGINEERS 17852 E. SEVEN1EENTH SiREET #107 C-2.808 1US11N, CA 92680 (714) 573-0317 APPROVED t----+---+--------t---11/ttaallJI-ZtimuWJl. TRAFFIC ENGINEER R.E. NO. 2204 £° DATE 2 DATE BY DESCRIPTION APP'D DESIGNED DRAWN BSL REVISIONS CHECKED DATE2/23/96 TRAFFIC SIGNAL MODIFICATION PLAN 16TH STREET & DOVER DRIVE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT T-5685-S SHEET 2 OF 2 [ z ·rn " w v! ~ ii :i m ~ C A z z C ~ OJ m JJ r~<-----~ N C 7 .:>, (D fl'l ::IJ ;I -, ___ ,, ... --·--1 ~ i 8 0 JJ ~ <.. z GJ z ~ L., 7 ~ OJ rn I]